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!)

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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