Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln = 7.5 m Factored loads Pu=160 kN fe 28 MPa (light weight concrete) fy=415 MPa fyt -275 MPa U stirrups diameter = 12 mm Wu-25 kN/m (including Wbeam)
Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln = 7.5 m Factored loads Pu=160 kN fe 28 MPa (light weight concrete) fy=415 MPa fyt -275 MPa U stirrups diameter = 12 mm Wu-25 kN/m (including Wbeam)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please answer,
Using Nscp 2015 Hint answer 145mm,205mm,270mm,140mm
![Situation 10: Given the following date for the beam shown in figure:
bw = 260 mm
h = 600 mm
d = 540 mm
Ln = 7.5 m
Factored loads
Pu= 160 kN
f'c 28 MPa (light weight concrete)
fy=415 MPa
fyt = 275 MPa
U stirrups diameter = 12 mm
Wu 25 kN/m (including Wbeam)
W
XXXXTTXTI
Ln/3
Ln/3
Ln/3
35. Calculate the spacing of stirrups at critical section near the support
140 mm
135 mm
270 mm
145 mm
36. Calculate the spacing of stirrups at the third point of the beam
205 mm
270 mm
190 mm
135 mm
37. Calculate the spacing of stirrups at mid-span
205 mm
270 mm
190 mm
135 mm
38. Calculate the spacing of stirrups at critical section near the support if factored tension load of 150 kN is applied at the beam
140 mm
135 mm
270 mm
145 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6aa82a9e-3ffd-4572-ae7e-affe52139ad0%2F027bf87a-5f82-4125-9056-e0e09a9d4a63%2Fxh86rdm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 10: Given the following date for the beam shown in figure:
bw = 260 mm
h = 600 mm
d = 540 mm
Ln = 7.5 m
Factored loads
Pu= 160 kN
f'c 28 MPa (light weight concrete)
fy=415 MPa
fyt = 275 MPa
U stirrups diameter = 12 mm
Wu 25 kN/m (including Wbeam)
W
XXXXTTXTI
Ln/3
Ln/3
Ln/3
35. Calculate the spacing of stirrups at critical section near the support
140 mm
135 mm
270 mm
145 mm
36. Calculate the spacing of stirrups at the third point of the beam
205 mm
270 mm
190 mm
135 mm
37. Calculate the spacing of stirrups at mid-span
205 mm
270 mm
190 mm
135 mm
38. Calculate the spacing of stirrups at critical section near the support if factored tension load of 150 kN is applied at the beam
140 mm
135 mm
270 mm
145 mm
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VIEWStep 4: Determine spacing of stirrups at third point
VIEWStep 5: Determine spacing of stirrups at mid-span
VIEWStep 6: Determine spacing of stirrups for members subjected to axial tension
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