In the cantilever truss shown, compute the force in members BD, BE and CE. Use METHOD OF JOINTS. 1000 N 1000 N 30 1000 N F 1000 N 30 60 30 30 A

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Q: 32 3" fo=3000 ps fy= NWC = Mn=?, Tied bars. 28 = 60 ksi 多#9 14

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Q: What is Dimension D? Setback = 0.252, Bend Allowance = 0.345

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A: Solution:  The correct option to above question is option A

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Q: Draw shear force Diagram 600 lb 4000 lb ft |C D 10 ft + 5 ft 5 ft-

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Q: h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers…

A: b = 8 in h = 10 in  Ix = 666 in4 Iy = 426 in4

Q: (2) 6 21 28" 4 Uncracked M = 30' foop = ? foot = ? Mer=? ft-k

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