Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14 d-328 mm bf = 310 mm tf = 25.1 mm tw = 15.5 mm kdes = 40.4 mm ry-79.0 mm Ix=388 x 10^6 mm^4 ly- 125 x 10^6 mm^4 Sx=2380 x 10^3 mm^3 Zx - 2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m? 565 KN-m 588 KN-m 521 KN - m 511 KN-m
Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14 d-328 mm bf = 310 mm tf = 25.1 mm tw = 15.5 mm kdes = 40.4 mm ry-79.0 mm Ix=388 x 10^6 mm^4 ly- 125 x 10^6 mm^4 Sx=2380 x 10^3 mm^3 Zx - 2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m? 565 KN-m 588 KN-m 521 KN - m 511 KN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb =
1.14
d = 328 mm
bf = 310 mm
tf = 25.1 mm
tw = 15.5 mm
kdes = 40.4 mm
ry = 79.0 mm
Ix = 388 x 10^6 mm^4
ly- 125 x 10^6 mm^4
Sx = 2380 x 10^3 mm^3
Zx=2690 x 10^3 mm^3
J-3800 x 10^3 mm^3
Cw=2870 x 10^9 mm^6
1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m?
565 KN-m
588 KN- m
521 KN-m
511 KN-m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa7807c4a-18a6-444d-842b-0a715e06a841%2F3a39f833-c9ad-4bfd-a0e8-f96dedd7460e%2F1yj8jf5a_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb =
1.14
d = 328 mm
bf = 310 mm
tf = 25.1 mm
tw = 15.5 mm
kdes = 40.4 mm
ry = 79.0 mm
Ix = 388 x 10^6 mm^4
ly- 125 x 10^6 mm^4
Sx = 2380 x 10^3 mm^3
Zx=2690 x 10^3 mm^3
J-3800 x 10^3 mm^3
Cw=2870 x 10^9 mm^6
1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m?
565 KN-m
588 KN- m
521 KN-m
511 KN-m
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