A rigid weightless beam loaded by the moment M is Supportedatthe point D by the fix ed jant Support and at the pointsB ond cverticel bars areconnected holáing the beom horizontelly,For the data listed below determine:Data: E= 2.{x10%MPayie ld stress Sy=250Mla , fuctor of sufetyCalculate :Allowable moment M ?other data:Isa = 2,5 cm , A = 3,6 cm?*Use factor- safety -design method nd linmit state -designmethod. Both methods ce Mardatory.I2 AA.EBM

Given data, Young's modulus of the vertical rod, E = 2.1 x105 MPa Yield stress of the rod, σy = 250…

A rigid weightless beam loaded by the moment M is supported the point D by the fixed jaint Support and at the points connected holáing the beom horizontelly. at B ond c vertical bars are For the data listed below determine; Data : E = 2.1X10°MPQ yie ld stress Sy=250Mia , Fuctor OF Sofety %3D S5: 1.5. Calculate : Allowable mement M ?

A rigid weightless beam loaded by the moment M is supported the point D by the fixed jaint Support and at the points connected holáing the beom horizontelly. at B ond c vertical bars are For the data listed below determine; Data : E = 2.1X10°MPQ yie ld stress Sy=250Mia , Fuctor OF Sofety %3D S5: 1.5. Calculate : Allowable mement M ?

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.3.16P: A simple beam with an overhang is subjected to d point load P = 6kN. If the maximum allowable...

See similar textbooks

Similar questions

Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
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.
Solve the preceding problem for an aluminum column with b = 6,0 in., t = 0.5 in., P = 10 kips, and E = 10.6 × 106 ksi. The defied ion at the top is limited to 2.0 in.
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.
A rigid weightless be am SUPPorted at the point D by the pixed goint loo ded by the momend M is Support and points B and c holding the beam horisonta lly . a + the ver tical bs connected are For the data listed below determne ! Data > E = 2.1x10$ MPa gie ld stres 6y: 250 MPa , foctor oc Sofety Sr-1.S * Necessoy are a wetion A ? Of Cross - Other Data ; I 5 cM , a : U cm Ma SONM Safety · design method ond limit-state- mordatory. * Use both, Factorr design netled. Both net hats A.E 2A a
- Detrmia he tensile and Compresou stras for the beam shown in fig 160 mm lo wlm 20 m 20 mm 120 T = 97-6 mm le
OK EFyz0 Example The figure shows two rollurs and in equilibrium. Find the valus of the reachion foras Ra and Ry of the rollers on the beam. The beam is weightluss. laterally loaded beam which is supported by a 400N 800N 200N 10ON 800 min So 000 m Solution 200 mm 300 mm 800N EFy z0 400N 200N joON 0-3 2.7 Ra tR - 200 - 400+ 100 -800 =0 Ra Rat Ry s 1300 Ra 1300- Rb ZMa z0 -(200x 0.6) + (400 0-2) - (100* 0.7) -(R 1) + (800 * ) = 0 - 120 + 80 -70 - R + 1360 -0 RE. 1360 t80 -120-10 1250 N * Ra : 13o0 - 1250 = 50 N. HW Repeat the Salution by taking the moment a boud O O General two dimen sional_fora system Fx=0, ZFy
700N M-150UNm 2m 3m For the above dlagram, given that F, - 450 N. 0-45 degrees and d-5 m calculate the following (neglect the depth of the beam). Note that there is a pin support at A and a roller support at B. The magnitude of the horizontal component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the vertical component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the horizontal component of the reaction force at B. Re. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated…
Problem # 2 U ruct ang ulaw- Ahaped block with dimensions: H=7e, 2 mm is Subjected to the length ald the wihth Increased L=127 mm, W's 127 mm, force along, is lengh. compressive decreased bu la. 7 mm by 2-54 mm : Modulus of elastíci ty for block = E = \0 × lo psi. Solve for: a) modulus of rigidity a change im height Poisson's ratio seyt
This is a challenging one! 10 kN 9kN 10 kN-m 1.5 m 1.5 m 1.5 m 15 m 15 m ' 1.5 m Compute the support reactions at A, C and E? [MA= 21.5kNm, A, = 2.67kN, C, = 16.67KN, E, = 5kN] %3D %3D Hint: Isolate DE, then move to BD and so on. lyp
L by the double integeration method. E = 200 GPa , I = 20 X10ʻmm“, and L = 3.0 m._Extra points will be added if you also model it using RISA-2D software. Send me the model file, the deflected shape in a PDF file Compute the values of slope and deflection for the beam shown below at x = with the maximum deflection values, and a screenshot (image) for the deflection value at the pointL shown on the deflected shape. 350 KN/m 70 KN/m 400 KN.m
> Next question You can retry this question below A triangular distributed load of max intensity w-490 N/m acts on beam AB. The beam is supported by a pin at A and member CD, which is connected by pins at C and D respectively. Determine the reaction forces at A and C. Enter your answers in Cartesian components. Assume the masses of both beam AB and member CD are negligible. cc 030 BY NC SA 2016 Eric Davishahl Variable Value 6.6 m a b C D 11.88 m 4.95 m Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. The reaction at A is A = -11268.69 N. The reaction at Cis C= 11268.69 N. 20 Submit Question Jump to Answer X2-3923.92 B X2+ -8451.52 H X X