Q2/ For the truss show in fig. Determine the horizontal deflection at joint G, using *virtual work method E (3 in.2) G 20 K (3 in.2) C (3 in.2) 40 K D (3 in.2) (3 in.2) A -16 ft E=29000ksi (4 in2) (4 in2) (4 in2) (4 in2) 12 ft U ZI to

Q2/ For the truss show in fig. Determine the horizontal deflection at joint G, using *virtual work method E (3 in.2) G 20 K (3 in.2) C (3 in.2) 40 K D (3 in.2) (3 in.2) A -16 ft E=29000ksi (4 in2) (4 in2) (4 in2) (4 in2) 12 ft U ZI to

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Q2/ For the truss show in fig. Determine
the horizontal deflection at joint G, using
* virtual work method
E
(3 in.2)
G
20 K
(3 in.2)
C
(3 in.2)
40 K
D
(3 in.2)
(3 in.2)
A
-16 ft
E=29000ksi
(4 in2)
(4 in2)
(4 in2)
(4 in2)
12 ft
to

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Determine the maximum deflection for the beams shown in Fig. below:
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 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is (a) 6.86 (c) 4.38 100N W 0.6m 10mm 0.6m (b) 8.86 (d) 6.34
Answer the following:
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is 100N W 0.6m 10mm 0.6m
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;1 = 370 x 106 mm“]. For the loading shown, determine the beam deflection vc at point C. %3D Assume P = 73 kN, w = 35 kN/m, LAB - LBC= 3.6 m, LCD= 1.7 m. %3! P. B |C D LAB LBC LCD Answer: Vc= 8.8767 mm.
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.
Subject is Reinforced Concrete Design