The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; 1= 340 in.4]. For the loadi shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w kips/ft, wcD = 4.0 kips/ft, LAB = 6.0 ft, Lec= 6.0 ft. Lco = 9.0 ft,LDE = 3 ft. Lov Answer: (a) 8E = (b) vc= B LAB Wo LBC C rad in. WCD LCD D LDE E X

The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; 1= 340 in.4]. For the loadi shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w kips/ft, wcD = 4.0 kips/ft, LAB = 6.0 ft, Lec= 6.0 ft. Lco = 9.0 ft,LDE = 3 ft. Lov Answer: (a) 8E = (b) vc= B LAB Wo LBC C rad in. WCD LCD D LDE E X

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

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 = 10 kips/ft, wCD = 6.0 kips/ft, LAB = 10.0 ft, LBC = 10.0 ft, LCD = 13.5 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.
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine the beam deflection at point C. Assume MA = 280 kN·m, w = 125 kN/m, P = 150 kN, MD = 200 kN·m, LAB = 3.4 m, LBC = 1.7 m, LCD = 2.6 m.
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
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 W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine(a) the beam deflection at point A.(b) the beam deflection at point C.Assume P = 44 kN, w = 87 kN/m, LAB = 4.0 m, LBC = 4.0 m, LCD = 4.0 m, LDE = 2.0 m.Answer:vA = mmvC = mm
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 × 10ó mm“]. For the loading shown, determine the beam deflection vc at point C. Assume P = 51 kN, w = 18 kN/m, LaB = LBC = 2.8 m, LCD = 2.2 m.
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 = 8 kips/ft, WcD = 4.5 kips/ft, LAB = 7.5 ft, Lac = 7.5 ft, Lcp = 9.5 ft, LDE = 4 ft. Wo WCD X Answer: (a) 0E = (b) vc= B LAB LBC C rad in. LCD D LDE E
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 W530 × 66 structural steel wide-flange shape [E = 200 GPa; 1= 351 x 106 mm*]. Determine the beam deflection at point A. (a) (b) the beam deflection at point C. Assume P = 39 kN, w = 61 kN/m, LAB= 3.6 m, LBC= 3.6 m, LcD = 3.6 m, LDE = 1.8 m. Answer: VA= P Vc = I B LAB LBC mm mm LCD W D LDE E X
For the Beams Shown below solve each of the Following 1. Location of Maximum Deflection 2. Slope at point A and B 3. Maximum Deflection Use DIM Method for the Simply Supported Beams A Wo B