For the given beam shown in Figure 1 with fe= 35 MPa, f= 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mr at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 kN, assuming Ms at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 1 4-30M 1 250mm 0.5 m 0.5 m 8.5 m Sec. 1-1 320 kN S.F.D 320 kN 8.5 m 650 mm 50mm
For the given beam shown in Figure 1 with fe= 35 MPa, f= 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mr at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 kN, assuming Ms at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 1 4-30M 1 250mm 0.5 m 0.5 m 8.5 m Sec. 1-1 320 kN S.F.D 320 kN 8.5 m 650 mm 50mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the given beam shown in Figure 1 with fc’= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to:
a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads.
b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m.
c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210kN, assuming Mf at the critical section = 260 kN.m.
d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span.
Transcribed Image Text:For the given beam shown in Figure 1 with fc= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to:
a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads.
b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN,
assuming Mr at the critical section = 260 kN.m.
c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210
kN, assuming Ms at the critical section = 260 kN.m.
d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam
span.
4-30M
....
250mm
Sec. 1-1
0.5 m
0.5 m
8.5 m
320 kN
S.F.D
320 kN
8.5 m
650 mm
50mm
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