A typical bay of a composite floor system is illustrated in below. Select anappropriate ASTM A992 W-shaped beam and determine the required number of w-in.-diameter steel headed stud anchors. The beam will not be shored duringconstruction.Beam to bedesigned7%" total depth normalweight slab on 18 gagecomposlte deckA45'-0"PlanSection A-ATo achieve a two-hour fire rating without the application of spray applied fireprotection material to the composite deck, 4 1/2 in. of normal weight (145 lb/ft')concrete will be placed above the top of the deck. The concrete has a specifiedcompressive strength, f. = 4 ksi.Applied loads are as follows:Dead Loads:Pre-composite:= 75 lb/ft2 (in accordance with metal deck manufacturer's data)Self-weight = 5 lb/ft2 (assumed uniform load to account for beam weight)SlabComposite (applied after composite action has been achieved):Miscellaneous= 10 lb/ft? (HVAC, ceiling, floor covering, etc.)Live Loads:Pre-composite:Construction= 25 lb/ft? (temporary loads during concrete placement)Composite (applied after composite action has been achieved):= 100 lb/ft? (assembly occupancy)Non-reducible@ 10-0" = 30'-0".

Given, Length of the beam L, L=45 ft Spacing c/c s, s=10 ft Dead and live load including self weight…

A typical bay of a composite floor system is illustrated in below. Select an appropriate ASTM A992 W-shaped beam and determine the required number of w- in.-diameter steel headed stud anchors. The beam will not be shored during construction. Beam to be deslgned 7" total depth normal weight slab on 18 gage composite deck 45'-0" Plan 3 @ 10'-0" = 30'-0"

A typical bay of a composite floor system is illustrated in below. Select an appropriate ASTM A992 W-shaped beam and determine the required number of w- in.-diameter steel headed stud anchors. The beam will not be shored during construction. Beam to be deslgned 7" total depth normal weight slab on 18 gage composite deck 45'-0" Plan 3 @ 10'-0" = 30'-0"

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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