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Moment Capacity - Architectural Structures - Assignment

Exercises, Architectural Structures

Post: December 22th, 2012
Description
Moment Capacity, Beam With Dimensions, Self Weight, Simply Supported, Adequate in Bending, Table for Maximum, Ductile Beam Behavior, Required Stirrups, Table for Maximum, Square Column. This is Architectural Structures assignment. Keywords of assignment are given above.
Moment Capacity, Beam With Dimensions, Self Weight, Simply Supported, Adequate in Bending, Table for Maximum, Ductile Beam Behavior, Required Stirrups, Table for Maximum, Square Column. This is Architectural Structures assignment. Keywords of assignment are given above.
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Contents
Problems: 1. Determine the ultimate moment capacity, fMn, of a beam with dimensions b = 14 in., deffective = 17.5 in., and h = 20 in., and that has three No. 10 bars (3.81 in.2) of tensionreinforcing steel. Fy = 60 ksi, and f’c = 4 ksi. Answer: fMn = 258.9 k-ft 2. For the beam of Problem 1 which is simply supported and 32 ft long, and where the loads are dead load = 320 lb/ft (not including self weight) and live load = 185 lb/ft, determine if the beam is adequate in bending.  = 150 lb/ft3. Answer: yes (Mu = 131.8 k-ft) 3. For the beam of Problem 1, check whether the amount of tension steel is within the limits for ductile beam behavior. (Refer to the table for maximum  in Note Set 10.1) Partial Answer: yes (As-max = 4.43 in.2) 4. For the beam of Problem 1 and 2, calculate the shear capacity, vVc, and determine if the beam will required stirrups. V Partial Answer: yes (Vmax > v c = 11.6 k) 2 5. A reinforced concrete column in a rigid frame has a design compression..

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