Situation 7 Refer to FIGURE-1. For shear and moment calculations, use the NSCP Coefficients Section 408-4 provided in the problem. File Home Insert Draw Design Layout References 2 Share % Cut FIGURE-1 Calibri (Body) 11 A A Aa - Given: L1 = L2 = 6m e Copy Paste BIU - abe X2 x A v aly - L3 = 7.0 A. B V Format Painter S = 2.5 m Column Section (all columns), bxh = 350 mm x 450 mm Slab Thickness, t = 100mm Clipboard Font Concrete, f'c = 27.5 MPa Steel Bar, fy = 415 MPa Loads: Dead Load, W, = 5.0 Kpa M L1 L2 L3 Live Load, W = 3.6 Kpa 18. What is the moment (KNm) at midspan of beam FG. а. 67 b. 58.6 c. 85.3 d. 117.3 19. What is the moment (KNm) at end F of the beam EF? а. 144.1 b. 93.80 c. 105.8 d. 117.6 20. What is the shear (KN) at end F of beam EF? а. 78.0 b. 85.21 c. 95.50 d. 99.20 21. Determine the maximum moment (KNm). а. 93.80 b. 111.20 с. 118.2 d. 130.01 22. Find the value of the maximum shear (KN). a. 112.4 b. 95.50 c. 83.04 d. 93.80 23. Determine the maximum reaction (KN). a. 95.50 b. 112.40 c. 178.60 d. 195.50 Page 2 of 9 4145 words English (United States) G Accessibility: Investigate 140% ENG 9:28 am amazon w R888 US 06/03/2022

Situation 7 Refer to FIGURE-1. For shear and moment calculations, use the NSCP Coefficients Section 408-4 provided in the problem. File Home Insert Draw Design Layout References 2 Share % Cut FIGURE-1 Calibri (Body) 11 A A Aa - Given: L1 = L2 = 6m e Copy Paste BIU - abe X2 x A v aly - L3 = 7.0 A. B V Format Painter S = 2.5 m Column Section (all columns), bxh = 350 mm x 450 mm Slab Thickness, t = 100mm Clipboard Font Concrete, f'c = 27.5 MPa Steel Bar, fy = 415 MPa Loads: Dead Load, W, = 5.0 Kpa M L1 L2 L3 Live Load, W = 3.6 Kpa 18. What is the moment (KNm) at midspan of beam FG. а. 67 b. 58.6 c. 85.3 d. 117.3 19. What is the moment (KNm) at end F of the beam EF? а. 144.1 b. 93.80 c. 105.8 d. 117.6 20. What is the shear (KN) at end F of beam EF? а. 78.0 b. 85.21 c. 95.50 d. 99.20 21. Determine the maximum moment (KNm). а. 93.80 b. 111.20 с. 118.2 d. 130.01 22. Find the value of the maximum shear (KN). a. 112.4 b. 95.50 c. 83.04 d. 93.80 23. Determine the maximum reaction (KN). a. 95.50 b. 112.40 c. 178.60 d. 195.50 Page 2 of 9 4145 words English (United States) G Accessibility: Investigate 140% ENG 9:28 am amazon w R888 US 06/03/2022

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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Question

Situation 7
Refer to FIGURE-1. For shear and moment calculations, use the NSCP Coefficients Section 408-4 provided in the
problem.
File
Home
Insert
Draw
Design Layout
References
2 Share
% Cut
FIGURE-1
Calibri (Body)
11
A A
Aa - Given: L1 = L2 = 6m
e Copy
Paste
BIU - abe X2 x
A v aly -
L3 = 7.0
A.
B
V Format Painter
S = 2.5 m
Column Section (all columns), bxh = 350 mm x 450 mm
Slab Thickness, t = 100mm
Clipboard
Font
Concrete, f'c = 27.5 MPa
Steel Bar, fy = 415 MPa
Loads: Dead Load, W, = 5.0 Kpa
M
L1
L2
L3
Live Load, W = 3.6 Kpa
18. What is the moment (KNm) at midspan of beam FG.
а. 67
b. 58.6
c. 85.3
d. 117.3
19. What is the moment (KNm) at end F of the beam EF?
а. 144.1
b. 93.80
c. 105.8
d. 117.6
20. What is the shear (KN) at end F of beam EF?
а. 78.0
b. 85.21
c. 95.50
d. 99.20
21. Determine the maximum moment (KNm).
а. 93.80
b. 111.20
с. 118.2
d. 130.01
22. Find the value of the maximum shear (KN).
a. 112.4
b. 95.50
c. 83.04
d. 93.80
23. Determine the maximum reaction (KN).
a. 95.50
b. 112.40
c. 178.60
d. 195.50
Page 2 of 9
4145 words
English (United States)
G Accessibility: Investigate
140%
ENG
9:28 am
amazon
w
R888
US
06/03/2022

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