3. Determine the design moment capacity using NSCP 2015. a. 407 kN-m b. 417 kN-m c. 278 kN-m d. 362 kN-m 4. Determine the actual deflection of beam based on live load. a. 27.78 mm b. 37.54 mm e. 23.46 mm d. 30.29 mm 5. Determine the additional concentrated live load at midpoint based on allowable deflection. a. 2.21 kN b. 5.87 kN c. 15.06 kN d. 13.81 kN
3. Determine the design moment capacity using NSCP 2015. a. 407 kN-m b. 417 kN-m c. 278 kN-m d. 362 kN-m 4. Determine the actual deflection of beam based on live load. a. 27.78 mm b. 37.54 mm e. 23.46 mm d. 30.29 mm 5. Determine the additional concentrated live load at midpoint based on allowable deflection. a. 2.21 kN b. 5.87 kN c. 15.06 kN d. 13.81 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![SITUATION 2: A W18x50 beam with a simple span of 10 m due to architectural limitations,
the beam depth shall be maximum of 450 mm. Uniform dead load (including self weight) is 6.50
kN/m and a uniform live load of 12 kN/m. Limit the live load deflection to L360. Assume the
beam is braced at third points and both ends.
Properties of W18x50
S, = 1457.6 x 10' mm²
S, = 175.3 x 10° mm'
Weight = 74.60 kg/m
%3D
Area = 9484 mm2
Depth of Web = 456.9 mm
Z = 1655.10 x 10' mm
Thickness of Web = 9.0 mm
Z, - 272.03 x 10' mm
J= 516.13 x 10' mm
C, = 816.35 x 10° mm
Width of Flange = 190.40 mm
Thickness of Flange = 14.5 mm
L= 332.985 x 10° mm
fa = 50.29 mm
Iy = 16.691 x 10° mm
ho = 442.40 mm
3. Determine the design moment capacity using NSCP 2015.
a. 407 kN-m b. 417 kN-m c. 278 kN-m d. 362 kN-m
4. Determine the actual deflection of beam based on live load.
a. 27.78 mm b. 37.54 mm c. 23.46 mm d. 30.29 mm
5. Determine the additional concentrated live load at midpoint based on allowable
deflection.
a. 2.21 kN b. 5.87 kN
c. 15.06 kN d. 13.81 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96d43d25-693d-49ce-817d-c638dab4af58%2Fb5204f1e-f6ef-4b21-bafd-b0e076867d02%2Fu5e334h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION 2: A W18x50 beam with a simple span of 10 m due to architectural limitations,
the beam depth shall be maximum of 450 mm. Uniform dead load (including self weight) is 6.50
kN/m and a uniform live load of 12 kN/m. Limit the live load deflection to L360. Assume the
beam is braced at third points and both ends.
Properties of W18x50
S, = 1457.6 x 10' mm²
S, = 175.3 x 10° mm'
Weight = 74.60 kg/m
%3D
Area = 9484 mm2
Depth of Web = 456.9 mm
Z = 1655.10 x 10' mm
Thickness of Web = 9.0 mm
Z, - 272.03 x 10' mm
J= 516.13 x 10' mm
C, = 816.35 x 10° mm
Width of Flange = 190.40 mm
Thickness of Flange = 14.5 mm
L= 332.985 x 10° mm
fa = 50.29 mm
Iy = 16.691 x 10° mm
ho = 442.40 mm
3. Determine the design moment capacity using NSCP 2015.
a. 407 kN-m b. 417 kN-m c. 278 kN-m d. 362 kN-m
4. Determine the actual deflection of beam based on live load.
a. 27.78 mm b. 37.54 mm c. 23.46 mm d. 30.29 mm
5. Determine the additional concentrated live load at midpoint based on allowable
deflection.
a. 2.21 kN b. 5.87 kN
c. 15.06 kN d. 13.81 kN
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