Determine the design compressive strength in KN.O The beam column shown in the figure is a W12 x 106 of A992 Steel (F= 345 MPa and F= 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. K,=K,= 1.0. Use LRFD200 KN-m-W12x1064.5m170 KN-mDetermine the design compressive strength in KN.O

(a) Calculate the factored axial compressive load. Here, is the dead load, is the live load.…

Answered: ad moments, and bend ad. K=K,= 1.0. Use…

Engineering

Civil Engineering

ad moments, and bend ad. K=K,= 1.0. Use LRF

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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Question

Determine the design compressive strength in KN.O

The beam column shown in the figure is a W12 x 106 of A992 Steel (F= 345 MPa and F= 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. K,=K,= 1.0. Use LRFD
200 KN-m
-W12x106
4.5m
170 KN-m
Determine the design compressive strength in KN.O

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