HELP ME PLEASE URGENT!! 3 DECIMAL POINT1. Determine the design compressive strength of the beam column in KN.02. Determine Cb.0 3. Determine the nominal moment strength of the beam column in KN.m.04. Compute the AISC moment amplification factor.0 5. Determine the required factored load in KN.06. Determine the maximum axial service load P (KN) that can be applied.0 For Questions 1 to 6The beam column shown in the figure is a W12 x 106 of A992 Steel (Fy- 345 MPa and Fu= 450 MPa) and is part of a bracedframe. The end moments are service load moments, and bending is about the strong axis. The end moments and axialload are 50% dead load and 50% live load. Kx=K= 1.0. Use LRFDP200 KN-m4.5mW12x106170 kN-m...

fy = 345MPa Mmax = 200KNm MA = moment @3/4 of the segment = 170+30*3/4 = 192.5 KNm MB =…

Answered: 1. Determine the design compressive…

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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HELP ME PLEASE URGENT!! 3 DECIMAL POINT

1. Determine the design compressive strength of the beam column in KN.0
2. Determine Cb.0
3. Determine the nominal moment strength of the beam column in KN.m.0
4. Compute the AISC moment amplification factor.0
5. Determine the required factored load in KN.0
6. Determine the maximum axial service load P (KN) that can be applied.0

For Questions 1 to 6
The beam column shown in the figure is a W12 x 106 of A992 Steel (Fy- 345 MPa and Fu= 450 MPa) and is part of a braced
frame. The end moments are service load moments, and bending is about the strong axis. The end moments and axial
load are 50% dead load and 50% live load. Kx=K= 1.0. Use LRFD
P
200 KN-m
4.5mW12x106
170 kN-m
...

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