Draw a shear diagram
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Draw a shear diagram
Cx = 0 Cy=30 Mc = -210
V {0<=x<8} = 0
V { 8< x <=14} = -5 (x-8)
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- Situation 23: Given beam data and use 2010 NSCP: bw = 300mm d = 600mm fc’ = 21 MPa (λ=0) Stirrups = 2-legs 10mm dia. ϕ=0.75 The required spacing of the stirrups if Vu=52kN. The required spacing of the stirrups if Vu=105kN. The required spacing of the stirrups if Vu=275kN. The required spacing of the stirrups if Vu=535kN.07: Water is flowing through apipe shown in Fig. what is the Difference in datum head (2₂-2₁), if the rate of flow through the pipe is (60 lit/sec). Jp Flookpo Ans: 2₂-2, -25.47m mm Datum line P₁ = 350kpa N 2Q) All answers of second moment of area shall be in \times× 106 mm4 Solve it early I upvote
- Ans (P) - 50.4KN need explanationwater is flowing through a 35cm diameter welded steel pipe (f=0.014) of length 2300m that drains a reservoir under a head of 50m. the pipe has a thickness of 9mm. if the valve at the end of the pipe is closed in 9s. approximately what water-hammer a. 1.667MPa b. 1.567 MPa c. 1.467 MPa d. 1.367MpaAngle=ISA 60*40*8 mm leg connected to gusset plate=60 F=300KN Gusset plate thickness =10mm