Given above is a monolithic framing plan consisting of 100 mm thick slabs, 250 mm x 500 mm girders and 300 mm square columns. The floor load includes floor finish of 1.5 kPa, ceiling system of 0.75 kPa, partition load of 1.0 kPa and floor live load of 2.1 kPa.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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18. Calculate the total factored, uniformly distributed load on girder EF in kN/m.
34.40
28.23
20.
A. 26.20
B. 24.75
19. Calculate the maximum ultimate bending moment at discontinuous end of girder EF
in kN.m.
A. 47.71
B. 35.54
23.
Calculate the maximum ultimate bending moment in kNm at continuous end of
girder EF if the factored uniform load is wu = 25 kN/m.
A. 68.02
C.
86.25
B. 70.76
D.
74.25
21. Calculate the ultimate shear force at face of column F for girder EF if the
factored uniform load is Wu = 25 kN/m.
A.
B.
C.
D.
68.24
74.75
C. 44.28
D.
40.62
A.
84.39
B. 63.29
Calculate the spacing of 10-mm-dia.
girder EF. Use flexure bar dia. of
A. 180
B.
150
22. Calculate the nominal shear strength of concrete as per NSCP 2015 in kN. Use
flexure bar dia. of 16 mm, fyt = 275 MPa and f'c = 21 MPa.
C. 71.73
D.
95.47
C.
D.
72.12
79.06
stirrups required at continuous end of
16 mm, fyt = 275 MPa and f'c = 21 MPa.
C. 220
D.
250
Transcribed Image Text:18. Calculate the total factored, uniformly distributed load on girder EF in kN/m. 34.40 28.23 20. A. 26.20 B. 24.75 19. Calculate the maximum ultimate bending moment at discontinuous end of girder EF in kN.m. A. 47.71 B. 35.54 23. Calculate the maximum ultimate bending moment in kNm at continuous end of girder EF if the factored uniform load is wu = 25 kN/m. A. 68.02 C. 86.25 B. 70.76 D. 74.25 21. Calculate the ultimate shear force at face of column F for girder EF if the factored uniform load is Wu = 25 kN/m. A. B. C. D. 68.24 74.75 C. 44.28 D. 40.62 A. 84.39 B. 63.29 Calculate the spacing of 10-mm-dia. girder EF. Use flexure bar dia. of A. 180 B. 150 22. Calculate the nominal shear strength of concrete as per NSCP 2015 in kN. Use flexure bar dia. of 16 mm, fyt = 275 MPa and f'c = 21 MPa. C. 71.73 D. 95.47 C. D. 72.12 79.06 stirrups required at continuous end of 16 mm, fyt = 275 MPa and f'c = 21 MPa. C. 220 D. 250
E
5.5 m
B
F
6 m
5.8 m
Given above is a monolithic framing
plan consisting of 100 mm thick slabs,
2.2 m 250 mm x 500 mm girders and 300 mm.
square columns. The floor load
includes floor finish of 1.5 kPa,
H
2.4 m ceiling system of 0.75 kPa, partition
load of 1.0 kPa and floor live load of
2.1 kPa.
2.5 m
Transcribed Image Text:E 5.5 m B F 6 m 5.8 m Given above is a monolithic framing plan consisting of 100 mm thick slabs, 2.2 m 250 mm x 500 mm girders and 300 mm. square columns. The floor load includes floor finish of 1.5 kPa, H 2.4 m ceiling system of 0.75 kPa, partition load of 1.0 kPa and floor live load of 2.1 kPa. 2.5 m
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