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
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.
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91a53590-87c0-4d2b-8d34-b38104e4305a%2F322f3e01-c057-4674-88b6-87e238408de6%2F8lqksc_processed.png&w=3840&q=75)
Transcribed Image Text: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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