NAME: Q1: For the form system shown, all spans are continuous; the joists are directly supported on the shores. The defl

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NAME: Q1: For the form system shown, all spans are continuous; the joists are directly supported on the shores. The defl

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Name Q1 For The Form System Shown All Spans Are Continuous The Joists Are Directly Supported On The Shores The Defl 1
Name Q1 For The Form System Shown All Spans Are Continuous The Joists Are Directly Supported On The Shores The Defl 1 (52.87 KiB) Viewed 51 times
NAME: Q1: For the form system shown, all spans are continuous; the joists are directly supported on the shores. The deflection is limited to 1/240, Concrete slab weight = 4.5 kN/m2, form dead load =1.5 kN/m2 , live load= 2 kN/m2. Check the shores capacity if the allowable stresses of the wood are: Fo=8000kPa, Fv=1200kPa, and E=9x10 kPa, and the shore capacity is 20 kN each. Hint: Find the joists allowable span, which is equal to the distance between the shores, then check shore capacity. [40 marks] 200 7200 shathing joists size 50x150 lil slores W tar
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