Problem 2: Problem 14.7 Textbook (modified) Design a simply supported reinforced concrete beam of a span of 30 ft. The service dead load is 0.60 k ft (excluding weight of the beam) and the live load is 1 k/ft. The beam has to be 12 in. wide and 26 in deep; fc=3000 psi, fy = 60,000 psi. Sketch the design assuming #3 stirrups and 1.5 in. typical cover.

Problem 2: Problem 14.7 Textbook (modified) Design a simply supported reinforced concrete beam of a span of 30 ft. The service dead load is 0.60 k ft (excluding weight of the beam) and the live load is 1 k/ft. The beam has to be 12 in. wide and 26 in deep; fc=3000 psi, fy = 60,000 psi. Sketch the design assuming #3 stirrups and 1.5 in. typical cover.

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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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

**Problem 2:**

**Problem 14.7 Textbook (modified)**

Design a simply supported reinforced concrete beam of a span of 30 ft. The service dead load is 0.60 k/ft (excluding weight of the beam) and the live load is 1 k/ft. The beam has to be 12 in. wide and 26 in. deep; \( f'_c = 3000 \) psi, \( f_y = 60,000 \) psi. Sketch the design assuming #3 stirrups and 1.5 in. typical cover.

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