Question 1 10 pts The moment that is computed by multiplying the shear and half of the member length is not a of a membe

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Question 1 10 pts The moment that is computed by multiplying the shear and half of the member length is not a of a membe

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Question 1 10 Pts The Moment That Is Computed By Multiplying The Shear And Half Of The Member Length Is Not A Of A Membe 1
Question 1 10 Pts The Moment That Is Computed By Multiplying The Shear And Half Of The Member Length Is Not A Of A Membe 1 (30.46 KiB) Viewed 96 times
Question 1 10 pts The moment that is computed by multiplying the shear and half of the member length is not a of a member Maximum negative moment moment at the midspan Maximum positive moment Moment at the joint Question 2 10 pts In the Portal method, the analysis starts in the uppermost floor. True False
Question 3 10 pts as much as the In the portal method, the shear absorbed by the exterior column is. shear absorbed by the interior column twice one half thrice the same Question 4 10 pts The second box in computing the factor is for Carryover Factor Relative Stiffness Girder/Column Factor Moment Factor
Question 5 10 pts What is obtained when you multiply the relative stiffness to the sum of girder/column factor and carry over factor? | Total Moment Girder/Column Moment factor O Girder Moment Column Moment
Question 6 10 pts D E 225 KN 6 m A B с 6 m 6 m Using Cantilever Method, determine the Axial force at EF in kN.
Question 7 20 pts H 67.5 kN G T 3.6 m to - 112.5 kN E F 3.6 m B с 6 m -4.5 m -7 Use portal method to analyze the frame. Determine the moment in member DE in kN.m. 11.375
Question 8 20 pts G H 67.5 KN T 3.6 m 에 -D 112.5 kN E F 3.6 m A B с 6mm 4.5 m - Use cantilever method to analyze the frame. Assume that all columns are 400 mm x 400 mm. Determine the moment in member CF in kN.m. 63.8505
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