All steel Fy- 50 ksi, Fu = 65 ksi E = 29,000 ksi What is the purpose of coefficients Fa and Fv used for seismic design?ta)Given Site class E for seismic design, Sa=0.5 and S1 = 0.2, determine approximate sitecoefficients for Fa and Fv.هم درگیر می کردهJiIn seismic Design term Sis defined as "design, 5 % damped spectral response accelerationparameter at short periodExplain what is meant by the term "Spectral response acceleration "in this case.

Fy= 50 ksi Fu= 65 ksi E = 29000 ksi Class E Sa= 0.5S1= 0.2To find- 1) Purpose of Fa and Fv2)…

Answered: What is the purpose of coefficients Fa…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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Q1. Table Q1 shows the levelling data obtained from field observations between two temporary benchmarks namely TBM 1 and TBM 2, respectively. Where, the total levelling distance between TBM 1 and TBM 2 is 250 metres. As a junior site civil engineer at the construction site, you have been assigned by a senior site civil engineer to finalise and evaluate the levelling data to ensure the levelling work complies with the levelling standard and procedures. Table Q1 Intermediate Backsight Foresight Remarks Sight 1.592 ТВМ 1 RL3 AAА.AAA m 1.675 2.052 СР1 1.354 1.704 СР2 1.320 0.907 СР3 1.379 Point 1 1.384 Point 2 1.406 Point 3 0.940 1.315 СР4 0.832 1.507 СР5 -2.938 Soffit 1 -2.833 Soffit 2 -2.717 Soffit 3 1.546 ТВМ 2 RL-BВВ.BBB m a) Finalise the levelling calculation using rise and fall method, performed arithmetic check, accuracy check, levelling misclosure and final reduced level for all observed points. b) For verification purpose you are required to re-calculate the reduced level using…

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What is the purpose of coefficients Fa and Fv used for seismic design ? Given Site class E for seismic design, Sa=0.5 and S1 = 0.2, determine approximate site coefficients for Fa and F v.