Given the tabulation below, compute for the following:1. Storey Shears, Vx2. Storey Forces, Fx3. Compute the Overturning Moment4. Compute the Resisting Moment5. Compute the Factor of Safety6. Is the building safe against overtuning, Explain?Tabulation:LevelWxhxWxhxFxVxFloor Ht. Fxhx(KN.M)RD19503.5718003.518003.5517003.5416503.5315503.5215003.51.14006.Design Parameters:1. Assuming the total base shear V is 1800 KN and T=0.64 secs. Since the value ofT<0.70 secs, the value of F; is equal to zero. The remaining lateral forces can bedistributed using the following formula;2. Considering the height-width ratio to 0 .50 or less, if the total height of thestructure h=24m, let us assume the width of the building shall be 14m in bothdirection.

Story Shear (V) = 1800 kN T = 0.64 sec T < 0.70 sec Ft = 0 (H/W) = 0.50 Width of building (b) =…

v, compute for 1. Storey Shears, Vx 2. Storey Forces, Fx 3. Compute the Overturning Moment 4. Compute the Resisting Moment 5. Compute the Factor of Safety 6. Is the building safe against overturning, Explain? Tabulation: Level Wx hx Wxhx Fx Vx Floor Ht. Fxhx(KN.M) RD 1950 3.5 1800 3.5 6 1800 3.5 1700 3.5 4 1650 3.5 1550 3.5 1500 3.5

v, compute for 1. Storey Shears, Vx 2. Storey Forces, Fx 3. Compute the Overturning Moment 4. Compute the Resisting Moment 5. Compute the Factor of Safety 6. Is the building safe against overturning, Explain? Tabulation: Level Wx hx Wxhx Fx Vx Floor Ht. Fxhx(KN.M) RD 1950 3.5 1800 3.5 6 1800 3.5 1700 3.5 4 1650 3.5 1550 3.5 1500 3.5

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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