And the deflection at C.
- Calculate The Slope Of The Beam At Point E And The Deflection At C 1 (17.89 KiB) Viewed 38 times
- Calculate The Slope Of The Beam At Point E And The Deflection At C 2 (17.89 KiB) Viewed 38 times
Calculate the slope of the beam at point E. And the deflection at C.
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Calculate the slope of the beam at point E. And the deflection at C.
Calculate the slope of the beam at point E.
And the deflection at C.
The simply supported beam consists of a W14 * 34 structural steel wide-flange shape [E = 29.000 ksi: 1 - 340 in.“). For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 15 kips/ft . WcD = 7.0 kips/ft , Lae - 5.5 ft, Lac 5.5 ft. L.co - 6.5 ft, Lpe = 3ft. WO WCD . B D E LAB LBC Lo LDE
And the deflection at C.
The simply supported beam consists of a W14 * 34 structural steel wide-flange shape [E = 29.000 ksi: 1 - 340 in.“). For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 15 kips/ft . WcD = 7.0 kips/ft , Lae - 5.5 ft, Lac 5.5 ft. L.co - 6.5 ft, Lpe = 3ft. WO WCD . B D E LAB LBC Lo LDE
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