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Homework 3: Load Calculations Using the section below, determine the following: a. The service dead load in psf supported by the slab b. The factored total uniform load in psf supported by the slab. Assume floor live load of 100 psf. 0.01 Note: Partitions Mech/Elec. Susp. Ceiling - 20 psf - 20 psf 2 psf Block 1/2" lightweight floor finish=4psf 1'-0" 18'-0" (TYP.) ་ ་ Slab Span Brick 1-0 Cont. brick support at each floor

Homework 3: Load Calculations Using the section below, determine the following: a. The service dead load in psf supported by the slab b. The factored total uniform load in psf supported by the slab. Assume floor live load of 100 psf. 0.01 Note: Partitions Mech/Elec. Susp. Ceiling - 20 psf - 20 psf 2 psf Block 1/2" lightweight floor finish=4psf 1'-0" 18'-0" (TYP.) ་ ་ Slab Span Brick 1-0 Cont. brick support at each floor

Structural Analysis
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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Homework 3: Load Calculations Using the section below, determine the following: a. The service dead load in psf supported by the slab b. The factored total uniform load in psf supported by the slab. Assume floor live load of 100 psf. 0.01 Note: Partitions Mech/Elec. Susp. Ceiling - 20 psf - 20 psf 2 psf Block 1/2" lightweight floor finish=4psf 1'-0" 18'-0" (TYP.) ་ ་ Slab Span Brick 1-0 Cont. brick support at each floor
Transcribed Image Text:Homework 3: Load Calculations Using the section below, determine the following: a. The service dead load in psf supported by the slab b. The factored total uniform load in psf supported by the slab. Assume floor live load of 100 psf. 0.01 Note: Partitions Mech/Elec. Susp. Ceiling - 20 psf - 20 psf 2 psf Block 1/2" lightweight floor finish=4psf 1'-0" 18'-0" (TYP.) ་ ་ Slab Span Brick 1-0 Cont. brick support at each floor
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