STRUCTURAL ANAL.W/MOD MASTERING ACCE
STRUCTURAL ANAL.W/MOD MASTERING ACCE
18th Edition
ISBN: 9780134713649
Author: HIBBELER
Publisher: PEARSON
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Chapter 6, Problem 6.21P
To determine

(a)

Maximum negative moment due to loads at A

To determine

(b)

Maximum positive shear at D

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Please explain step by step and show the formula used
Find the increase of pressure at points A and B due to a loading q=400 kPa placed on the givenfoundation.
The 4-story building has a floor dead load D = 80 psf, floor live load , L = 100 psf, roof dead load Dr = 40 psf, roof live load Lr = 60 psf, and snow load S = 50 psf. The length of columns is 18 ft and the column ends are pins (Lx = Ly = 18 ft).   1) Determine Pu on interior columns B2-4 and B2-1  2) Use Table 4-1a (pg 4-12 to 4-24) in AISC to select the lightest W shapes for these columns 3) Use Table 4-4  (pg 4-69 to 4-83)  in AISC to select lightest square HSS shape for the columns.

Chapter 6 Solutions

STRUCTURAL ANAL.W/MOD MASTERING ACCE

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