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STAAD
PROBLEM NO.1:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 1
Next
Select Open Structure Wizard Finish.
Change to Frame Models from Truss models Select Continuous beam and
double click on it.
Length=4.0m Click
No. of bays (Span) =1
Apply Transfer model Click yes OK Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
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(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add Close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=4.0 KN; d1=3.0; d2= 0 Add Close
Select the Load P1=2KN and its member Assign to selected beam Assign
OK.
Select the Load P2=4.0KN and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Commands Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input unit
Length =mm; Force = N OK.
Select the member Define parameters
ELY =0.85 Assign
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ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beam member only Commands (Concrete
Design) Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
PROBLEM NO.2:
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STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=Kg;
File Name=Plane 2 Next
Select Open Structure Wizard Finish.
Change to Frame Models from Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model Click Yes OK Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
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From Main menu Commands Loading Primary Load Load case 1
Add Close Select Load case 1 Add Member Load Uniform Force
F=2000 ; d1=3.0 ; d2= 0 Add Close.
Select the Load and its member Assign to selected beam Assign OK.
Close.
STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input unit.
Length =mm; Force = N OK.
Select the members Define parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
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MINSEC =8 Assign Close
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
PROBLEM NO.3.SKETCH:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
Select Open Structure Wizard Finish.
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Change to Frame Models from Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model Click yes OK Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add Close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=5 KN; d1=4.5 ; d2= 0 Add
Select the Load P1=2KN and its member Assign to selected beam Assign
OK. Select the load P2=5KN and its member Assign to selected beam
AssignOK.
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Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add
F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Commands Analysis Perform Analysis
No print OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input unit
Length =mm; Force = N OK.
Select the member Define parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
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MINSEC =8 Assign Close.
De select all members and select beam only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
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PROBLEM NO.4:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 4 Next
Select Open Structure Wizard Finish.
Change to Frame Models from Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model Click yes OK Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.5 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
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(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Uniform Force
UDL=1500Kg ; d1=0 ; d2= 0 Add Member load Concentrated
forces P1=1000 Kg; d1=1.50; d2=0 Add Member load
Concentrated force P2=2000 Kg; d1=3.0 ; d2= 0 Add Member load
Concentrated forces P3=3000 Kg; d1=4.5; d2=0 Add Close
Select the UDL P1 =1500 Kg and select the member Assign to selected
beam Assign Select the Load P2=2000kg and select the member
Assign selected member(beam) Assign Select the Load P3=3000kg
and select the member Assign OK Close.
STEP 5 ( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7 ( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input unit
Length =mm; Force = N OK.
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Select the member Define parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beam only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
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SIMPLE BEAM WITH TRIANGULAR LOAD
PROBLEM NO.5:
SKETCH:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
Select Open Structure Wizard Finish.
Change to Frame Models to Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model Click yes OK Go to Front view icon (first view)
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STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=5 KN; d1=4.5 ; d2= 0 Add
Select the Load and its member Assign to selected beam Assign OK.
Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add. F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
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From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
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Select the member and double click on it Shear bending Close.
SKETCH:
SIMPLE BEAM WITH TRAPEZOIDAL LOADSKETCH :
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 6 Next
Select Open Structure Wizard Finish.
Change to Frame Models from Truss models Select Continuous beam and
double click on it.
Length=5m Click
No. of bays (Span) =1
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Apply Transfer model Click yes OK Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.6 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Trapezoidal
w1=1600N; d1=0 ; d2= 0 Add
W2=800 N; d1=0 ; d2=5. 0 Add
Select the Trapezoidal Load and its member Assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
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From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input unit
Length =mm; Force = N OK.
Select the member Define parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select the member and select beam only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
SIMPLE BEAM WITH MOMENTS & UNIFORM LOADS
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STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=Kg;
File Name=Plane 6 Next
Select Open Structure Wizard Finish.
Change to Frame Models from Truss models Select Continuous beam and
double click on it.
Length=8m Click
No. of bays (Span) =1
Apply Transfer model click yes ok Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.8 ZD=0.4 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
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STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Joint Load Moment
MZ=32000 d1=6;d2=0 Add Member Load Linear varying load
Y=0 d1=0 ; d2= 0 Add
Select the Load and its member Assign to selected beam Assign OK.
Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add. F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
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FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
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Select Open Structure Wizard Finish.
Change to Frame Models to Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model click yes ok Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=5 KN; d1=4.5 ; d2= 0 Add
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Select the Load and its member Assign to selected beam Assign OK.
Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add. F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
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MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
Select Open Structure Wizard Finish.
Change to Frame Models to Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
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Apply Transfer model click yes ok Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=5 KN; d1=4.5 ; d2= 0 Add
Select the Load and its member Assign to selected beam Assign OK.
Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add. F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
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STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
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From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
Select Open Structure Wizard Finish.
Change to Frame Models to Truss models
Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model click yes ok Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
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STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=5 KN; d1=4.5 ; d2= 0 Add
Select the Load and its member Assign to selected beam Assign OK.
Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add. F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
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STEP 7( Design) :
From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
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STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
Select Open Structure Wizard Finish.
Change to Frame Models to Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model click yes ok Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
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(If more than one node use CTRL key and select the nodes) From Main
menu Commands Support specification Pinned Assign Close
De select the nodes and change to beam cursor.
STEP 4 (Loading ):
From Main menu Commands Loading Primary Load Load case 1
Add close Select Load case 1 Add Member Load Concentrated
Force P1=2KN ; d1=1.5 ; d2= 0 Add
P2=5 KN; d1=4.5 ; d2= 0 Add
Select the Load and its member Assign to selected beam Assign OK.
Select the Load case 1 Add Member Load Uniform Force F=2KN/m;
d1=0; d2=1.50 Add. F=2KN/m ; d1= 3; d2= 0 Add
Select the uniform load and its member assign to selected beam
Assign OK Close.
STEP 5( Analysis ):
From Main menu Command Analysis Perform Analysis No print
OK.
STEP 6 (Post Analysis Print):
From Main Menu Commands Post Analysis Print Support Reactions
To view OK.
STEP 7( Design) :
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From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
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STEP 1 (Creation of Geometry):
New Project Select Plane Length =meters; Force=KN;
File Name=Plane 3 Next
Select Open Structure Wizard Finish.
Change to Frame Models to Truss models Select Continuous beam and
double click on it.
Length=6m Click
No. of bays (Span) =1
Apply Transfer model click yes ok Go to Front view icon (first view)
STPE 2 (Member Properties):
Select the member From Main menu Commands Member Property
Prismatic Rectangular YD=0.4 ZD=0.23 Assign Close.
De select the member.
STEP 3 (Supports):
Change to Node cursor (joint) and select the nodes (joints).
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From Main menu Commands Design Concrete Design Current
code=IS 456 From Main menu Tools Set current input Length =mm;
Force = N OK.
Select all the members Design parameters
ELY =0.85 Assign
ELZ =0.85 Assign
FC =20 Assign
FYMAIN= 415 Assign
FYSEC =415 Assign
MAXMAIN =16 Assign
MAXSEC =8 Assign
MINMAIN =12 Assign
MINSEC =8 Assign Close.
De select all members and select beams only Commands (Concrete Design)
Design beam Assign Close Take off Assign Close.
Note: Save the File and Run the Program.
STEP 8 (Analysis):
From Main Menu ` Analysis Run Analysis Run Analysis Done.
Select the member and double click on it Shear bending Close.
SKETCH:
Recommended