The simply supported beam consists of aW14 × 34 structural steel wide-flange shape [E = 29,000 ksi;I = 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 = 8 kips/ft, wcD = 4.5 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LcD = 10.5 ft, LDE = 4 ft. wo WCD В D E LAB LBC LCD LDE Answer: (a) BE = rad (b) vc = in.

The simply supported beam consists of aW14 × 34 structural steel wide-flange shape [E = 29,000 ksi;I = 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 = 8 kips/ft, wcD = 4.5 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LcD = 10.5 ft, LDE = 4 ft. wo WCD В D E LAB LBC LCD LDE Answer: (a) BE = rad (b) vc = in.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. 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 w0 = 11 kips/ft, wCD = 5.0 kips/ft, LAB = 7.5 ft, LBC = 7.5 ft, LCD = 11.0 ft, LDE = 4 ft.
For the beam in Figure below. a- Compute the immediate deflection due to total load. b- Estimate the long-term deflection assume 25 % of live load as sustained. fe= 25 MPa, fy= 400 MPa. P L h bw bo voo ho d 150 kN/m 5 m 660 mm 350 mm 200 mm 300 mm 580 mm mm P L mm IS code ho bo 4025 -bw- P
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; / = 340 in.4]. 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 = 7 kips/ft, wcD = 2.5 kips/ft, LAB = 5.5 ft. LBC = 5.5 ft, Lcp = 6.5 ft, LDE = 3 ft. Wo WCD X A Answer: (a) 0E = (b) vc= B LAB LBC C rad in. LCD D LDE E
The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. 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 w0 = 6 kips/ft, wCD = 2.0 kips/ft, LAB = 7.5 ft, LBC = 7.5 ft, LCD = 9.0 ft, LDE = 4 ft.
The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. 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 w0 = 11 kips/ft, wCD = 5.5 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.0 ft, LDE = 5 ft.
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The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; / = 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 = 5 kips/ft, wcD = 2.5 kips/ft, LAB = 5.5 ft, LBC = 5.5 ft, LCD = 7.0 ft, LpDE = 3 ft. wo WCD D LAB LBC LCD LDE Answer: (a) Og = rad (b) vc = in.
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; / = 340 in.4]. 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 = 14 kips/ft, WCD= 6.0 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft. LcD = 9.0 ft, LDE = 4 ft. Answer: (a) DEGREE OF ROTATION E = (b) vc = in