In the three-pinned arch ACB shown in Fig.P.6.4 the portion AC has the shape of a parabola with its origin at C,while CB is straight.The portion AC carries a uniform horizontally distrihuted load of intensity 30kN/m,while the portion CB carries a uniform horizontally distributed load of intensity 18kN/m.Calculate the normal force,shear force,and bending moment at the point D.

Q: Q.17 The maximum bending stress is 0039 A w/m m L P Od

A:

Q: Determine the external reactions at A and F for the roof truss loaded as shown. The vertical loads…

A: Determine external reaction for support at A and F

Q: Determine the force in member JH and BH for the truss loaded and supported as shown in figure (3).…

A:

Q: 3 ft E 4 ft- 4 ft D 0.75 P P.

A: determine the maximum magnitude P of the loads that can be applied to the truss.

Q: A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at…

A:

Q: 1. In the structure below, members BF and AE are connected with a pin at D. Find the minimum…

A:

Q: Q.2) For the truss shown in figure below, determine the forces in lo00 4. 2000 N LE 4. in 3m 3m 3m…

A:

Q: Problem 1: Three vertical posts AD, BE, and CF are held between two horizontal rigid plates. Posts…

A:

Q: Determine the shear at point A for the beam shown. 40 k 40 k Hinge B -10n 10n나-1on- Select the…

A:

Q: 4. If w-30 kN/m and L=10m, the cross section is made-up of two I-beams shown, determine the…

A: Moment of inertia of builtup section is as followsConsider the area of full section and deduct the…

Q: What will be the reaction at the supports for the beam shown? 10 kN/m 30 KN 110 kN D 1 m C 2 m E 2 m…

A: Given beam is a cantilever beam. It is required to find support reactions at fixed support A.

Q: Determine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure. 40 kN 40…

A: Towards the joint = compression  Away from the joint = tension

Q: In the rigid frame shown in figure, a central concentrated load is acting on "BC". Find slopes e, 0…

A:

Q: Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown belowif P…

A:

Q: RAH A 60⁰ RAV 500 N E 60° 3m 60⁰ RAV = 106.2 N O O RAV = 201.8 N O RAV = 365.72 N RAV = 123.5 N C D…

A:

Q: 514. The right-angled frame shown in Fig. P-514 carries a uniformly distributed loading aquivalent…

A: Compute the maximum flexural stress at section a-a

Q: In the truss shown in Figure. Determine the force member at CD. * 400 kN 800 kN 6 m D. 3 m 3 m 6 m 6…

A: Using method of section

Q: 25 kN A B 45° 5m 4m F E 30 kN 5m →-2.5m→– 2.5m

A:

Q: supported beam as shown, with an allowable flexural stress of 15MPa, determine the following: 1.…

A:

Q: Determine the horizontal deformation at point. A.

A: Given :

Q: AM IS SUPPORTED BY A PIN AT A AND WIRES P ON THE BEAM CAUSES THE END C TO BE DISP WARD, DETERMINE…

A:

Q: The rigid bar ABC shown is hinged at A and supported by a steel rod at B. FAH 2 m 25KN FAV What is…

A:

Q: THE RIGID BEAM IS SUPPORTED BY A PIN AT A AND WIRES BD AND CE. IF THE LOAD P ON THE BEAM CAUSES THE…

A:

Q: Determine the force in member CD of the truss shown using the method of consistent deformations. -…

A: Given Data -

Q: 30 kips 8 ft 30 kips B 8 ft 30 kips D E 8 ft F

A: Given -  For the steel truss (E = 29 x 106 psi) and loading shown, determine the deformations of…

Q: Q.17 The maximum bending stress is 0039 A w/m m L P Od

A:

Q: A force P of magnitude 1,100 N is applied to the pedal shown satisfies a shearing stress in the pin…

A: Given data,  Applied force P = 1100 N  Shear Stress in the pin = 42 MPa  We have to determine the…

Q: Q.17 The maximum bending stress is A w/m L P Ond

A:

Q: 2 The section of a crane hook is a rectangle 6 cm x 4 cm. The centre of curvature of the section is…

A:

Q: Determine the normal stress at A and B in member CD. Pins C and D are at the centroid of the T…

A: Calculating the total area of T-Cross section A: A=(7*1.5)+(6*1)   =16.5 in2

Q: An overhanging beam is carrying the following loads: • Pi = 10 kips • w = 6 k/ft • M = 24 k.ft The…

A:

Q: Determine the normal force acting on the glued scarf splice in kips. b) Determine the normal stress…

A:

Q: 514. The right-angled frame shown in Fig. P-514 carries a uniformly distributed loading equivalent…

A: Maximum flexural stress :

Q: Problem 557 A cast-iron beam 10 m long and supported as shown in Fig. P-557 carries a uniformly…

A: Given : This is a problem of Structure analysis, where we are asked to determine the safe value of…

Q: 1. Determine the axial stresses in members CH, AH, and CD of the loaded truss if they have a uniform…

A: The cross-sectional area of the member is 1800 mm2.Consider the figure,

Q: Q.3) A simply supported wide-flange (see figure below) beam of span length L carries a vertical…

A: Given : Section : W 10 X 30 L = 8.5 ft P = 5 kips  Alpha = 26.57 degrees We are asked to determine…

Q: Leads P and R are applied at the fre end of the post having a diameter d shown in Fig. P9.66.…

A: Consider the given figure as follows:

Q: In the system given the loading condition in the figure, calculate the bearing responses and the…

A:

Q: A rigid bar AB is supported by two elastic members BC and BD (Figure P3.2). If the bar AB rotates…

A: Given data,A rigid bar AB is supported by two elastic members BC and BDbar AB rotates clockwise…

Q: In the system given the loading condition in the figure, calculate the bearing responses and the…

A:

Q: A triangular table is in equilibrium and it carries vertical loads as shown. If the supports D, E,…

A:

Q: The simply supported beam is comprised of a W24x55 wide flange shape with a pin support at "A" and a…

A:

Q: The following are the moments acting on a structural member. The limiting moment (in kNm) for…

A: Given data, to find the limiting moment for collapse condition