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2#9 A) Calculate the instanteous. -term the instanteous deflection and the long o Election after 4 years. Assume the dead loud includes the beam weight and 20% of love load sustained. Assume n = 8 ty = 6000 0 gs i £1 = 4000 psi Assume the beam weight is included in dead load and normal weight concrete is used. b.) Is the beam satisfactory as beam that does not support any elements likely to be damaged by large a flat roof nonstructur

2#9 A) Calculate the instanteous. -term the instanteous deflection and the long o Election after 4 years. Assume the dead loud includes the beam weight and 20% of love load sustained. Assume n = 8 ty = 6000 0 gs i £1 = 4000 psi Assume the beam weight is included in dead load and normal weight concrete is used. b.) Is the beam satisfactory as beam that does not support any elements likely to be damaged by large a flat roof nonstructur

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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W₁=2,5*/F5 W₁ = 2 * /FT + 201 ㅓ - R=2K 14 2#9 18' ·5#9 I3¹ 121 15 367 $3 A.) Calculate the instanteous deflection and the long --term id Election after 4 years. Assume the dead load includes the beam weight and load sustained. Assume n = 8 +y = 60000 gs i fi = 4000 psi Assume the beam weight is included in dead load and normal weight concrete is used. b.) is the beam satisfactory beam that does not support any elements likely to be damaged by large deflections ? a flat roof nonstructura as love 20% of 20Ve
Transcribed Image Text:W₁=2,5*/F5 W₁ = 2 * /FT + 201 ㅓ - R=2K 14 2#9 18' ·5#9 I3¹ 121 15 367 $3 A.) Calculate the instanteous deflection and the long --term id Election after 4 years. Assume the dead load includes the beam weight and load sustained. Assume n = 8 +y = 60000 gs i fi = 4000 psi Assume the beam weight is included in dead load and normal weight concrete is used. b.) is the beam satisfactory beam that does not support any elements likely to be damaged by large deflections ? a flat roof nonstructura as love 20% of 20Ve
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