Listen When forces are applied at more than two points along the length of a member, and when the forces are not collinear with the axis of the member, the member will be subject to bending. This is an example of a Compression member Tension member A two-force member A multiple-force member Q Search 16 15 ※ 17 f8 19
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- The homogenous material wire ABCD is bent as shown and is attached to a hinge at C. Determine the length L in mm in which portion BCD of the wire is horizontal in position. Determine the length L in mm in which portion AB of the wire is horizontal in position (meaning portion BCD is inclined) -80 mm- B IC 60 mmX- coordinate of the centroid---Aen = a0 © @2 Z Q23-7-2018p.. Q1: A railway ridge consisting of truss construction as shown in the Figure below, this truss is supported by A and B. The forces on joints il and V are i the uss result from a i crossing the railway bridge Determine the following: (a)the reactions forces in A and B (b)the forces of the truss members in joints (1.1, I and 1V) >
- *12 48. The beam is made from three polystyrene strips that are glued together as shown. If the glue has a shear strength of 80 kPa, determine the maximum load P that can be applied without causing the glue to kise its bond. 30 mm 40 mm -20 mm 60 mm timtinfe -08m-The truss shown is part of a roof system supporting the following service loads: = 750 Pa of Roof live load horizontal projection of the roof surface Purlin weight = 175 Pa of roof surface Roofing materials = 725 Pa of roof surface Wind load = 1,400 Pa perpendicular to roof surface Trusses are spaced at 6 m on centers and sag rods are used at midspan between trusses. Spacing of purlins is 0.7 m on centers. Use A36 steel (Fy= 250 MPa and Fu= 400 MPa). Total allowable deflection is L/240 where L is the length between supports. Consider only loads perpendicular to the strong axis in computing for the actual deflection. Consider moment, shear and deflection. For loading combinations refer to NSCP 2015. Use LRFD Tgagrod Purlin 3,5m 15m Determine the factored uniform load (KN/m) normal to the x-axis.0beam is statically indeterminate if r3n O r>3r O r=3n
- l1 = 2m l2 = 3m P3 = 9kNB 6m LP P -8m- -8m- -8m -8m In the bridge truss shown in figure, the end chord AB is composed of two C 230 x 30 channels latticed together so that the fabricated section has equal moments of inertia about the axes of symmetry. Properties of C 230 x 30 Ix = 25.5 x 10^6 mm^4 A=3800 mm^2 %3D a. Determine the slenderness ration of section AB. b. Determine the capacity of member AB. c. If the safe load P on the truss is governed by the strength of member AB, which of the following gives the value of P using NSCP Specifications with Fy = 290 MPa. %3Dinternal force at member BC internal force at member BD, in N internal force at member CD, in N