Q8/A simply supported beam of span 6m has uniformly distributed loads of 10 KN/m over the entire span. Also has two point load of 30KN & (W)KN at 2m & 4m from left support. If right-hand reaction 80 KN. Find (W)KN & the reactions at (A) supports?

Q8/A simply supported beam of span 6m has uniformly distributed loads of 10 KN/m over the entire span. Also has two point load of 30KN & (W)KN at 2m & 4m from left support. If right-hand reaction 80 KN. Find (W)KN & the reactions at (A) supports?

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.5.5P: Solve the preceding problem using the following data: beam cross section is 100 x 150 mm, length is...

See similar textbooks

Related questions

Q: 1. a) Calculate the pressure drop caused by the following sharp edged turbulent orifice. when its…

Q: The upper jaw D of the toggle press slides with negligible frictional resistance along the fixed…

A: Given-

Q: An ideal cogeneration steam plant is to generate power and 9400 kJ/s of process heat. Steam enters…

A: The process heat is .The steam enter the turbine at .The steam extracted is 0.25 at .The condenser…

Q: A damped harmonic oscillator involves a block (m = 1.91 kg), a spring (k = 12.6 N/m), and a damping…

A: A damped harmonic oscillator involves a block of mass and a spring of spring constant .The damping…

Q: 4. Green checkmark visible in this illustration means that: A) Results are ready for review. B)…

A: The green check mark in the illustration means that C. the meshed has passed the quality check.This…

Q: Calcuate torsion From Point A to Point C, Calcuate Bending From Point A to Point B and Point A to…

A: For the solution refer below images.Find F.B.D. and shear and bending diagrams for portions AB and…

Q: Part E This time, the swing bar of mass mbar is pivoted at a different point, as shown in the…

Q: A robot is moving in a 2D planar world coordinate plane. Starting from the initial point, the robot…

Q: A thin rod AB of length 1 = 600 mm is connected to a sliding sleeve on a pole. The rod rests on a…

A: Givenlength= 600mmHorizontal distance a= 80mm Coefficient of static friction b/w the collar and the…

Q: when the beam is horizontal. For W-90 lb and the stiffness of the spring k-313 lb/in, determine the…

A: The free-body diagram is-

Q: 2. A spherical tank with radius R (=1.5 m) has a hole at the bottom through which water drains out.…

Q: An aluminum alloy bar, fixed at its both ends is heated through 20K. Find the stress developed in…

A: Given information:Young's Modulus for the aluminum alloy: Coefficient of Linear Expansion for the…

Q: A nozzle reduces the diameter of a pipe from 10 cm to 3 cm. The flow rate is 2.5 Ls-¹. The inlet…

Q: Represent the resultant of the force system acting on the pipe assembly by a single force R at A and…

A: Given:Draw the free body diagram of the pipe assembly.The force acting at point A in the x-direction…

Q: GIVEN: Diagram shown below [Note: you do not have to re-create the GIVEN diagrams; work must be on…

Q: Consider the flow system illustrated below operating at steady state Obtain the maximum value of…

Q: Calcuate Shear and Bending From Point A to Point B and Point A to Point C. Draw a FBD from point A…

A: Distance between Point A and B = 12 in = 1 ftDistance between point A and C = 3 in = 0.25 ftdiameter…

Q: P "Lx Answer: r1 F1 r2 A1 A1 = 69.0° F1 = 683.3 N rl = 22.3 m What is the moment due to F1 about…

Q: 4-82. Express the moment of the couple acting on the pipe assembly in Cartesian vector form. What is…

Q: Given the ideal compression refrigeration cycle steam with refrigerant 134a as fluid work, as shown,…

Q: Problem 4 - Change in entropy system and surroundings The coils of the evaporator of a refrigeration…

Q: Draw the shear and moment diagrams for each member of the beam in the figure. The shear connection…

Q: 1. Problem No. 1: For the beam and loading shown and knowing that the distributed load w can be…

Q: A 100 mm diameter shaft is subjected to a 10 kN.m bending moment and an axial tension force of 150…

Q: 5.17 Determine the forces in members BC, BE, and FE for the truss shown.

A: Angle CDE is found first, it will be needed for further…

Q: resolve, incorrect answer

Q: Carbon dioxide gas is compressed at steady state from a pressure of 1.5 bar and a temperature of 0°C…

A: The mass flow rate of The gas is carbon dioxide.The specific heat of gas is .The inlet condition is…

Q: The stream function for a progressive small-amplitude wave is psi = - H/2 g/sigma sin h k(h +…

A: Given:To find:Draw the streamlines.

Q: 1. Use the tabulated solutions: Calculate the critical buckling stress for each of the flat plates…

A: E = 29106 psi = 0.30thickness, t = 3/16 inch = 0.1875 in

Q: Find the total time to complete 1000 radians.

A: To determine the total time in 1000 radiansgiven angular velocity, time taken as acceleration

Q: diameter pipe with a density of 0.0035 slugs/ft³ and a uniform speed of 696 ft/s. (a) Determine the…

Q: Calcuate Bending From Point A to Point B and Point A to Point C also Torsion from Point A to Point…

A: For the solution refer below images.Find F.B.D. and shear and bending diagrams for portions AB and…

Q: stess, and Seen in Figure 1, a small cart (with mass m and position 2) is riding inside a has a…

Q: 3.A long 5 mm copper wire is contacting a plate at T = 100 ° .The wire is exposed to air at 25 °C.…

Q: Determine the bending moment function for the beam and draw its bending moment diagram.

A: Determine the bending moment function for the beam and draw its bending moment diagram.

Q: As shown, a cantilevered beam of length L = 5 m is fixed at A. It has a moment of M = 35.0 kN⋅m…

A: M = 35 kNm

Q: The smooth pipe shown in the following figure transports water at 600 F. If the pressure at A is…

A: To Find:the thickness of the viscous sublayer.Given:the pressure is .The kinematic viscosity is

Q: 3. Determine the x, y, z components of reaction acting on the ball-and-socket at A, the reaction at…

A: Given , a plate in which a uniformly distributed load of 40 lb/ft acts from A to B and a moment of…

Q: Problem 2: Wholesale price is the price charged for a product as sold in bulk to large trade or…

A: format short %calling function %asking matlab for random integer between 0-20000 quant =…

Q: 3.69 Determine the flowrate through the pipe in Fig. P3.69. P = 900 kg/m³ Water 2.5 m T Figure P3.69…

Q: 2. Determine the moment projected by the force F in the above figure about point O. Express the…

A: F=5 kN%Matlab Script:clear,clc% i)ra=[ 0 0 12] % ra position vector [x-coordinate y-coordinate…

Q: (xo, Yo) Ay = Number (x,y) m 00 Given the above graph plotting y position against a position, where…

A: xo = 0 myo = -4 mx = 5 my= 0 m

Q: Calcuate torsion From Point A to Point C, Calcuate Bending From Point A to Point B and Point A to…

A: For the solution refer below images.Find F.B.D. and shear and bending diagrams for portions AB and…

Q: A t-joint is another common piping component, typically used to combine or separate flows of fluid.…

Q: 1- The vertical reaction at B is given (16.5 to upward). () Determine the vertical reaction at…

Q: Compute the lift and drag coefficients for a flat plate airfoil of chord length c = 1m in supersonic…

A: To determine:the lift and drag coefficients for a flat plate airfoilGiven:chord length is

Q: 45°

A: For pure shear is-

Q: The coefficient of performance (COP) for a vapor compression cycle chiller is 8.7. If the chiller…

Q: A heating system that uses hot air has a total heating load of 504 thousand btuh. How much hot air…

A: 1. Data Given:Total heating load (Q) = 504,000 BTU/hTemperature difference (ΔT) = 28 °F2. What We…

Q: The stresses shown in the figure act at a point in a stressed body. Using the equilibrium equation…

Question

Q8/ A simply supported beam of span 6m has uniformly distributed
loads of 10 KN/m over the entire span. Also has two point load of 30KN
& (W)KN at 2m & 4m from left support. If right-hand reaction 80 KN.
Find (W)KN & the reactions at (A) supports?

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Determine the given data

VIEW

Step 2: Calculate the left side reaction and w

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Solve the preceding problem using the following data: beam cross section is 100 x 150 mm, length is 3 m, and point load is P = 5 kN at mid-span, Point C is located 25 mm below the top of the beam and 0.5 m to the right of support A.
A foot bridge on a hiking trail is constructed using two timber logs each having a diameter d = 0.5 m (see figure a). The bridge is simply supported and has a length L = 4 m. The top of each log is trimmed to form the walking surface (see Fig, b)LA simplified model of the bridge is shown in Fig. g. Each log must carry its own weight w = 1.2 kN/m and the weight (P = 850 N) of a person at mid-span, (see Fig. b). Determine the maximum tensile and compressive stresses in the beam (Fig, b) due to bending. If load h is unchanged, find the maximum permissible value of load ... if the allowable normal stress in tension and compression is 2.5 M Pa.
Beam ACB hangs from two springs, as shown in the figure. The springs have stiffnesses Jt(and k2^ and the beam has flexural rigidity EI. What is the downward displacement of point C, which is at the midpoint of the beam, when the moment MQis applied? Data for the structure are M0 = 7.5 kip-ft, L = 6 ft, EI = 520 kip-ft2, kx= 17 kip/ft, and As = 11 kip/ft. Repeat part (a), but remove Af0 and instead apply uniform load q over the entire beam.
A singly symmetric beam with a T-section (see figure) has cross-sectional dimensions b = 140 mm, a = 190, 8 mm, b. = 6,99 mm, and fc = 11,2 mm. Calculate the plastic modulus Z and the shape factor.
A simple beam AB is loaded as shown in the figure. Calculate the required section modulus S if ^aibw = IS,000 psi, L = 32 ft, P = 2900 lb, and g = 450 lb/ft. Then select a suitable I-beam (S shape) from Table F-2(a), Appendix F, and recalculate 5 taking into account the weight of the beam. Select a new beam size if necessary. What is the maximum load P that can be applied to your final beam selection in part (a)?
A propped cantilever beam A BC (see figure) has a shear release just right of the mid-span. (a) Select the most economical wood beam from the table in Appendix G; assume4 = 55 lb/ft, L = 16 ft, o~aw= 1750 psi, and raw= 375 psi. Include the self-weight of the beam in your design. (b) If a C 10 x 25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q? Assume üi = 16 ksi and L = 10 ft. Include the self-weight of the beam in your analysis.
The wood joists supporting a plank Floor (see figure) are 38 mm × 220 mm in cross section (actual dimensions) and have a span length of L = 4.0 m. The floor load is 5.0 kPa, which includes the weight of the joists and the floor. (a) Calculate the maximum permissible spacing s of the joists if the allowable bending stress is 14 M Pa. (Assume that each joist may be represented as a simple beam carrying a uniform load.) (b) If spacing s = 406 mm, what is the required depth ft of the joist? Assume all other variables remain unchanged.
A simple beam with an overhang is subjected to d point load P = 6kN. If the maximum allowable deflect ion at point C is 0.5 mm, select the lightest W360 section from Table F-l{b) that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam.
The cantilever beam ACE shown in the figure has FlexuraI rigidity EI = 2,1 x 106kip-in". Calculate the downward deflections Scand 8Sat points C and B, respectively, due to the simultaneous action of the moment of 35 kip-in. applied at point C and the concentrated load of 2,5 kips applied at the free end B.
A heavy object of weight W is dropped onto the midpoint of a simple beam AB from a height h (see figure). Obtain a formula for the maximum bending stress ^ma* due to tne filing weight in terms of h, st, and 5st, where it is the maximum bending stress and Sstis the deflection at the midpoint when the weight W acts on the beam as a statically applied load. Plot a graph of the ratio o"max/ö"it (that is, the ratio of the dynamic stress to the static stress) versus the ratio iifS^r(Let h/S^ vary from 0 to 10.)
Solve the preceding problem for a wide-flange beam with h = 404 mm, b = 140 mm, bf= 11.2 mm, and rf. = 6.99 mm.
Two wood beams, each of rectangular cross section (3.0 in. x 4.0 in., actual dimensions), are glued together to form a solid beam with dimensions 6.0 in. x 4.0 in. (sec figure). The beam is simply supported with a span of S ft. What is the maximum moment Mmaxthat may be applied at the left support if the allowable shear stress in the glued joint is 200 psi? (Include the effects of the beams own weight, assuming that the wood weighs 35 lb/ft3.) Repeat part (a) if Mmaxis based on allowable bending stress of 2500 psi.