m

2.50m

10.00m

5th

10.00m5.00m 5.00m

10.00m

5.00m

5.00m

2. Slabs Ws=ϫcxΣVs =23.54 kN/m x {[24x2)x0.150]

Ws=1,780 kN Ws= W1=W2=W3=W4= 926kN

W5= 23.54 kN/m x {[24x2)x0.150]+[(10x10)x(0.0935)]} W5=2,000 kN

3. Columns Wc=ϫcΣVc =23.54 kN/mx{(0.60x0.60)x[(3.50+3.50/12)x20]}

Wc=594 kN

Wc= Wc1=Wc2=Wc3=Wc4= 594kN

Wc5= 23.54 kN/mx{[(0.60x0.60)x[(3.50+0.0/12)x20]+[9x2.5x(0.25x0.25)} Wc5=330kN

Gravity Load Calculation: (continuation)

4. Walls Ww(ext)=ϫwxΣVw =23.54 kN/mx{[0.150x[(3.50+3.50)/2]x[(15x2)+(24x2)]}=963.96kN Ww(int)=ϫwxΣVw =23.54 kN/mx{[0.150x[(3.50+3.50)/2]x[(15x3)+(24x1)]}=852.74kN

Wtot.= 963.96kN+852.74kN=1817kN

Walls along the hallway: Wh=ϫhxΣVh =23.54kN/mx{[0.150x1.20)x[24x(6x2)]} Wh=153kN

Parapet Wall: Wp=ϫpxΣVp

= 23.54kN/mx[0.150x1.20x90] =381.35kN

Ww1=Ww2=Ww3=Ww4=(1817+153)= 1970kN

Ww5=ϫw5xΣVw5 =23.54kN/mx{[(0.150x((3.50+0)/2)x(24x2)]+[(0.150x(3.50+0)/2)]x[(15x3)+(24x1)] +[40x(0.15x3)]+[20x(0.150x3)]} =1926kN

JETRO G. SARAJENASTE 224- STRUCTURAL DYNAMICS

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