The simply supported beam consists of a W14 x 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 wo = 14 kips/ft, wCD = 6.0 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LcD = 9.0 ft, LpE = 4 ft. wo WCD C D E A B LAB LBC LCD LDE Answer: (a) OE = rad in. (b) vc =

The simply supported beam consists of a W14 x 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 wo = 14 kips/ft, wCD = 6.0 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LcD = 9.0 ft, LpE = 4 ft. wo WCD C D E A B LAB LBC LCD LDE Answer: (a) OE = rad in. (b) vc =

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 = 9 kips/ft, wCD = 4.0 kips/ft, LAB = 8.5 ft, LBC = 8.5 ft, LCD = 11.0 ft, LDE = 5 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 = 5.0 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
(a) A hinged beam system is loaded as shown below. Determine the slope at point E and D. Also determine the deflection at D. Use Conjugate beam method. 6 kN A D E Hinge -2 m2 m2 m B 21 6 m
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The simply supported beam consists of a W14 x 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 wo = 6 kips/ft, wcD = 5.0 kips/ft, LAB = 6.5 ft, Lsc = 6.5 ft, LcD = 9.5 ft, LDE = 4 ft. wo WCD B |C D E LAB LBC LCD LDE Answer: rad (a) OE = 0.036 in. (b) vc = 0.432
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
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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 = 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 x 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 wo = 14 kips/ft, wCD = 2.5 kips/ft, LAB = 8.0 ft, LBc = 8.0 ft, LCD = 11.0 ft, LDE = 4 ft. wo WCD B C D. E LAB LBC LCD LDE Answer: (a) Oɛ = rad (b) vc = in.
For the beam and loading shown, (a) express the magnitude and loca-tion of the maximum deflection in terms of w0, L, E, and I. (b) Calcu-late the value of the maximum deflection, assuming that beam AB is a W18 * 50 rolled shape and that w0= 4.5 kips/ft, L= 18 ft, and E=29 *106 psi.
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.