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A 10 × 14 beam of Hem Fir select structural grade is loaded symmetrically with three concentrated loads of 4300 lb, each placed at the quarter points of the span. a) Compute the shear force (V) and shear stress (fv). b) Compare the actual shear stress (computed in part A) with the allowable shear stress (shown in the tables in Chapter 5 as shear parallel to grain) to determine if the beam is safe for shear.

A 10 × 14 beam of Hem Fir select structural grade is loaded symmetrically with three concentrated loads of 4300 lb, each placed at the quarter points of the span. a) Compute the shear force (V) and shear stress (fv). b) Compare the actual shear stress (computed in part A) with the allowable shear stress (shown in the tables in Chapter 5 as shear parallel to grain) to determine if the beam is safe for shear.

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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A 10 × 14 beam of Hem Fir select structural grade is loaded symmetrically with three concentrated loads of 4300 lb, each placed at the quarter points of the span. a) Compute the shear force (V) and shear stress (fv). b) Compare the actual shear stress (computed in part A) with the allowable shear stress (shown in the tables in Chapter 5 as shear parallel to grain) to determine if the beam is safe for shear.
Transcribed Image Text:A 10 × 14 beam of Hem Fir select structural grade is loaded symmetrically with three concentrated loads of 4300 lb, each placed at the quarter points of the span. a) Compute the shear force (V) and shear stress (fv). b) Compare the actual shear stress (computed in part A) with the allowable shear stress (shown in the tables in Chapter 5 as shear parallel to grain) to determine if the beam is safe for shear.
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