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?
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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?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fabd24a26-971b-4027-8bd6-2f541b1a90b3%2F6b236419-d6db-44f3-8091-f7a106f57058%2Fuws6zd_processed.jpeg&w=3840&q=75)
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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