Situation 25: For shear and moment calculations, use theO XNSCP coefficients Section 408-4 provided in the problem.FileHomeInsertDrawDesign요 Share24% CutEGO FindTimes New Romar -GIVEN:)de Copyab. ReplacePasteB IU- abeL1=L2= 6mL3 = 7.0mS= 2.5mV Format PainterA Select...Beam section(all beams), b x h=350 x 450mmSlab thickness, t = 100 mmClipboardEditingMaterials : fc' = 27.5 MPa, fy = 415 MPaLoads : Live load, w, = 3.6 kPaMNDead load, wD = 5.0 kPaL1L2L384. What is the moment(kN-m) at end F of the beam EF?.93.8b. 105.8с. 117.6d. 144.1а.85. Find the moment (kN-m) at midspan of beam FG.а. 58.6b. 67.0с. 85.3d. 117.386. What is the shear (kN) at end F of the beam EF?.83.04b. 95.5с. 111.2d. 118.2a.87. Find the value of the maximum shear (kN).83.04b. 95.5с. 111.2d. 118.2а.88. Determine the maximum reaction (kN).a. 95.5b. 112.4с. 178.6d. 195.5Situation 26: A 600 mm diameter column contains 20-28 mm dia. bars arranged in a circle. It has a spiral bar dia. of 10mmPage 8 of 104146 wordsEnglish (United States)* Accessibility: Investigate140%ENG10:56 amamazonw4) OUS06/03/2022

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Situation 25: For shear and moment calculations, use the NSCP coefficients Section 408-4 provided in the problem. GIVEN: Ll=L2= 6m L3 = 7.0m S= 2.5m Beam section(all beams), b x h =350 x 450mm Slab thickness, t = 100 mm Materials : fc' = 27.5 MPa, fy = 415 MPa Loads : Live load, w̟ = 3.6 kPa Dead load, wp = 5.0 kPa 84. What is the moment(kN-m) at end F of the beam EF?. b. 105.8 а. 93.8 с. 117.6 85. Find the moment (kN-m) at midspan of beam FG. а. 58.6 b. 67.0 с. 86. What is the shear (kN) at end F of the beam EF?, a. 83.04 b. 95.5 с. 87. Find the value of the maximum shear (kN). a. 83.04 b. 95.5 c. 88. Determine the maximum reaction (kN). a. 95.5 b. 112.4 c. 178.6

Situation 25: For shear and moment calculations, use the NSCP coefficients Section 408-4 provided in the problem. GIVEN: Ll=L2= 6m L3 = 7.0m S= 2.5m Beam section(all beams), b x h =350 x 450mm Slab thickness, t = 100 mm Materials : fc' = 27.5 MPa, fy = 415 MPa Loads : Live load, w̟ = 3.6 kPa Dead load, wp = 5.0 kPa 84. What is the moment(kN-m) at end F of the beam EF?. b. 105.8 а. 93.8 с. 117.6 85. Find the moment (kN-m) at midspan of beam FG. а. 58.6 b. 67.0 с. 86. What is the shear (kN) at end F of the beam EF?, a. 83.04 b. 95.5 с. 87. Find the value of the maximum shear (kN). a. 83.04 b. 95.5 c. 88. Determine the maximum reaction (kN). a. 95.5 b. 112.4 c. 178.6

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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Situation 25: For shear and moment calculations, use the
O X
NSCP coefficients Section 408-4 provided in the problem.
File
Home
Insert
Draw
Design
요 Share
24
% Cut
E
G
O Find
Times New Romar -
GIVEN:
)d
e Copy
ab. Replace
Paste
B IU- abe
L1=L2= 6m
L3 = 7.0m
S= 2.5m
V Format Painter
A Select
...
Beam section(all beams), b x h=350 x 450mm
Slab thickness, t = 100 mm
Clipboard
Editing
Materials : fc' = 27.5 MPa, fy = 415 MPa
Loads : Live load, w, = 3.6 kPa
M
N
Dead load, wD = 5.0 kPa
L1
L2
L3
84. What is the moment(kN-m) at end F of the beam EF?.
93.8
b. 105.8
с. 117.6
d. 144.1
а.
85. Find the moment (kN-m) at midspan of beam FG.
а. 58.6
b. 67.0
с. 85.3
d. 117.3
86. What is the shear (kN) at end F of the beam EF?.
83.04
b. 95.5
с. 111.2
d. 118.2
a.
87. Find the value of the maximum shear (kN).
83.04
b. 95.5
с. 111.2
d. 118.2
а.
88. Determine the maximum reaction (kN).
a. 95.5
b. 112.4
с. 178.6
d. 195.5
Situation 26: A 600 mm diameter column contains 20-28 mm dia. bars arranged in a circle. It has a spiral bar dia. of 10mm
Page 8 of 10
4146 words
English (United States)
* Accessibility: Investigate
140%
ENG
10:56 am
amazon
w
4) O
US
06/03/2022

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