QUESTION 4) The cross-section and the loading ofthe overhanging beam is given in thefigure. If the beam is made of amaterial having an allowable tensileand compressive stress of 140 MPa.ЗРAEВD1ma) Calculate the P force that thesystem can carry safely.Imlm1mb) Using calculated P force, draw theinternal loading (N,T,M) diagrams.2cm20cm2cmNote: Neglect the shear force effects.I2cm15cmyline of forcesCross-section of the beam------

For any beam when load acts on them they undergoes the stress, for loading application beam shows…

QUESTION 4) The cross-section and the loading of the overhanging beam is given in the figure. If the beam is made of a material having an allowable tensile and compressive stress of 140 MPa. ЗР A E В a) Calculate the P force that the system can carry safely. 1m 1m lm b) Using calculated P force, draw the internal loading (N,T,M) diagrams. 2cm 20cm 2cm Note: Neglect the shear force effects. Į2em 15cm `line of forces Cross-section of the beam

QUESTION 4) The cross-section and the loading of the overhanging beam is given in the figure. If the beam is made of a material having an allowable tensile and compressive stress of 140 MPa. ЗР A E В a) Calculate the P force that the system can carry safely. 1m 1m lm b) Using calculated P force, draw the internal loading (N,T,M) diagrams. 2cm 20cm 2cm Note: Neglect the shear force effects. Į2em 15cm `line of forces Cross-section of the beam

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Text: A beam is clamped at A. The beam is supported by a uniformly distributed load and a concentrated load as indicated on the sketch. The beam is made using the HE220A profile. The length of the beam is 4200 mm. and has a modulus of elasticity on it 2,0x105N/mm2 A) Calculate the bearing reactions of the beam for the given external load action. B) Establish moment and shear diagram for the beam for the given external load action. C) Calculate the transverse displacement of the free (cantilevered) end for the given external load action. D) Calculate the rotation of the free (cantilevered) end for the given external load action.
The same torque is applied to two tubes with identical metal sheets, determine the ratio of Tdrcle/Tsquare of the shear stresses. Given: r= 11 mm, S = 22 mm, and t 2.67 mm. 32' KA 43 F1 ESC F7 F8 RU Y] U ALT
The cross section of the beam in the figure is made of 100 mm x 20 mm boards. It is manufactured by screwing each other and the distance between the screws is 50 mm. and the shear force is V = 2500 N. Safe slipping for screw material Since the stress value is τem = 50 MPa, the screw that can be used in connection Find the diameter. dimensions in mm
P7-L In cach case,calculate the value of Q and i that are used in the shear formula for finding the shear stress at A. Alsa, show how the shcar stress acts on a differential volume element located at point A. fa2m 02m tazm al aim (d) al m 03m 03 m taim Fozm le) a5m falm 402m 0.3m talm 01m (c)
i need the answer quickly
The beam shown below has a cross section of channel shape with width b=200 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. And draw. 200 mm 3.2KN/ 2 KN.M BO 80mm 12mm 3m 1.5m
A square bar carries a series of loads as shown in Figure P1-47. Compute the stress in each segment of the bar. All loads act along the central axis of 1-47. the bar.
The five 20mm-diameter rivets fasten the plate as shown in the figure to the fixed member. a). Determine the value of the load P so that the average stress of any rivet does not exceed 80MPa.b). What additional clockwise torque can be applied before the shearing stress exceeds 90MPa
The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with the thickness shown in the figure. The working stresses are 70MPa for shear in the rivets and 140MPa for bearing stress due to the rivets. How many 22mm diameter rivets are required to fasten the following members to the gusset plate: (a) BC; and (b) BE? 000 4 m B с 96 kN D 6 m E 200 KN 4 m F G 4 m 96 kN H to- PBC - -14-mm-thick gusset plate -13-mm-thick angle 6-mm-thick angle PBE
Pls box your final answe