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Homework 1. Compute the maximum deflection of a 10" by 14" simply supported solid rectangular redwood (S4S) beam. The span length is 15 ft and the beam is subjected to a uniformly distributed load of 1000 lb/ft. The allowable deflection is 1/300 of the span length. Is the beam satisfactory? Redwood: E = 1300 ksi 10 × 14 (S4S): I = 1950 in.4 2. Compute the maximum deflection for the beam of problem 1 if the loading consists of one concentrated load of 5000 lb at midspan instead of the uniformly distributed load. The allowable deflection is 1/300 of the span length. Is the beam satisfactory?

Homework 1. Compute the maximum deflection of a 10" by 14" simply supported solid rectangular redwood (S4S) beam. The span length is 15 ft and the beam is subjected to a uniformly distributed load of 1000 lb/ft. The allowable deflection is 1/300 of the span length. Is the beam satisfactory? Redwood: E = 1300 ksi 10 × 14 (S4S): I = 1950 in.4 2. Compute the maximum deflection for the beam of problem 1 if the loading consists of one concentrated load of 5000 lb at midspan instead of the uniformly distributed load. The allowable deflection is 1/300 of the span length. Is the beam satisfactory?

Steel Design (Activate Learning with these NEW titles from Engineering!)
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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Homework 1. Compute the maximum deflection of a 10" by 14" simply supported solid rectangular redwood (S4S) beam. The span length is 15 ft and the beam is subjected to a uniformly distributed load of 1000 lb/ft. The allowable deflection is 1/300 of the span length. Is the beam satisfactory? Redwood: E = 1300 ksi 10 × 14 (S4S): I = 1950 in.4 2. Compute the maximum deflection for the beam of problem 1 if the loading consists of one concentrated load of 5000 lb at midspan instead of the uniformly distributed load. The allowable deflection is 1/300 of the span length. Is the beam satisfactory?
Transcribed Image Text:Homework 1. Compute the maximum deflection of a 10" by 14" simply supported solid rectangular redwood (S4S) beam. The span length is 15 ft and the beam is subjected to a uniformly distributed load of 1000 lb/ft. The allowable deflection is 1/300 of the span length. Is the beam satisfactory? Redwood: E = 1300 ksi 10 × 14 (S4S): I = 1950 in.4 2. Compute the maximum deflection for the beam of problem 1 if the loading consists of one concentrated load of 5000 lb at midspan instead of the uniformly distributed load. The allowable deflection is 1/300 of the span length. Is the beam satisfactory?
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