Design a balcony slab of a residential house exposed to the weather. Observe how the moment diagram ofthe balcony is “scared-cat shape through-and-through”. The cantilevered span is 8 ft long and the servicelive load from residential house. Snow load is S = 30 lbf/ft2 and self-weight of the slab must be dead loadD. Apply Load Combinations 2, 3, and 4 only. Use steel reinforcement no greater than #6 size bars, andno smaller than #3; f’c = 4,000 lbf/in2; fy = 60,000 lbf/in2. Density of the concrete isdc = 100 lbf/ft3.Sketch the design.
Design a balcony slab of a residential house exposed to the weather. Observe how the moment diagram ofthe balcony is “scared-cat shape through-and-through”. The cantilevered span is 8 ft long and the servicelive load from residential house. Snow load is S = 30 lbf/ft2 and self-weight of the slab must be dead loadD. Apply Load Combinations 2, 3, and 4 only. Use steel reinforcement no greater than #6 size bars, andno smaller than #3; f’c = 4,000 lbf/in2; fy = 60,000 lbf/in2. Density of the concrete isdc = 100 lbf/ft3.Sketch the design.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Design a balcony slab of a residential house exposed to the weather. Observe how the moment diagram of
the balcony is “scared-cat shape through-and-through”. The cantilevered span is 8 ft long and the service
live load from residential house. Snow load is S = 30 lbf/ft2 and self-weight of the slab must be dead load
D. Apply Load Combinations 2, 3, and 4 only. Use steel reinforcement no greater than #6 size bars, and
no smaller than #3; f’c = 4,000 lbf/in2; fy = 60,000 lbf/in2. Density of the concrete is
dc = 100 lbf/ft3.
Sketch the design.
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