2. For ye BEAM W/ LOADING Sttown: 200 PSE IKIP 2 kipri X-SECT B 10 E A TE -34 64 27-3! 13' 2 « A] ORAW SHEAR MOMENT DIA

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answerhappygod
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2. For ye BEAM W/ LOADING Sttown: 200 PSE IKIP 2 kipri X-SECT B 10 E A TE -34 64 27-3! 13' 2 « A] ORAW SHEAR MOMENT DIA

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2 For Ye Beam W Loading Sttown 200 Pse Ikip 2 Kipri X Sect B 10 E A Te 34 64 27 3 13 2 A Oraw Shear Moment Dia 1
2 For Ye Beam W Loading Sttown 200 Pse Ikip 2 Kipri X Sect B 10 E A Te 34 64 27 3 13 2 A Oraw Shear Moment Dia 1 (695.27 KiB) Viewed 42 times
2. For ye BEAM W/ LOADING Sttown: 200 PSE IKIP 2 kipri X-SECT B 10 E A TE -34 64 27-3! 13' 2 « A] ORAW SHEAR MOMENT DIA GRAMS. 3] DETERMIME V(x) + m (7) from 2 to 5 c INDICATE VMAX m AND THEIR LOCATIONS. > Tmax DUE TO BENDING o] CALCULATE THE GAM
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