1. Calculate the stresses in members IH, KC, and BC of the truss. The cross-sectional areaof each member is 5cm x 12cm. Indicate Tension (T) or Compression (C)100KNA3mBA3m1mKImс15KNH1m4mC2. Determine the cross-sectional areas of the members BD, BE, and CE for the trussshown below. The stresses are not to exceed 2MPa in tension and 1MPa incompression.1mEL5KN3mG1mD3mFFE

Answer (1) Let us calculate the reactions first Consider Moment equilibrium at E RA * 12 = 100 * 9…

1. Calculate the stresses in members IH, KC, and BC of the truss. The cross-sectional area of each member is 5cm x 12cm. Indicate Tension (T) or Compression (C) 100KN A 3m B 3m K H C L 3m G 3m F 2. Determine the cross-sectional areas of the members BD, BE, and CE for the truss shown below. The stresses are not to exceed 2MPa in tension and 1MPa in compression. E

1. Calculate the stresses in members IH, KC, and BC of the truss. The cross-sectional area of each member is 5cm x 12cm. Indicate Tension (T) or Compression (C) 100KN A 3m B 3m K H C L 3m G 3m F 2. Determine the cross-sectional areas of the members BD, BE, and CE for the truss shown below. The stresses are not to exceed 2MPa in tension and 1MPa in compression. E

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

Determine the stress on member DF for the given truss if all of the members are 75 mm by 100 mm steel sections. CHOICES ARE: 4. 327 MPa Compression 4.327 MPa Tension 1. 763 Mpa Compression 1. 763 Mpa Tension 7. 532 Mpa Compression 7. 532 Mpa Tension 2.4 Mpa Compression 2.4 Mpa Tension 1. 442 Mpa Compression 1. 442 Mpa Tension
Determine the force in members BC & CD of the truss and indicate whether the members are in tension or compression. CB = 894 N C, CD = 800 N TCB = 894 N T, CD = 800 N CCB = 447 N C, CD = 200 N TCB = 447 N T, CD = 200 N
Calculate the rod forces FH, EH, and EG of the truss system for the given loading condition using the section method. State whether the rod forces are tensile or compressive.
Determine the smallest safe cross-sectional areas of members CD, CI and CHfor the truss shown. The allowablestress are 100 MPa in tension and 80 MPa in compression. Indicate tension or compression.(Draw the required FBD and answer in ??2).
Please show your complete solution. Thank you! The truss is loaded by a 4-KN force and a 5-KN force applied at B and A, respectively.Determine the magnitude of axial force developed in members CE and CF.
Calculate the stresses in members AB, DF, and BD. Given:FAB = 51.22 kN (C)FDF = 50 kN (C)FBD = 32.98 kN (C)d = 0.05 m
Compute for the internal loads of each members of the truss.
For the truss shown, determine the force in members BD, CD, and CE stating whether the member force is in tension or compression. Wherein: Q=2 T=6 Example: 2QT kN = 226 kN T.Q5 m = 4.25 m
From the given truss shown, computethe forces in members BC, CD, and CG. Given the allowable shear stress of 70 MPa and the allowable bearing stress of 140 MPa. Compute how many 10 mm-diameter rivets are required to fasten member CG to the gusset plate. Give me the solutions of this please. The answers are: BC=1.155kN(T),CD=5.20kN(T), CG=4.04 kN(C), n = 3 rivets
truss3 Given the Statically Determinate Truss as shown below withconcentrated loads P. Using Method of Joints, determine the forces at the membersAB, AH, BC, BM, CD, CM, CN, DE, DJ, DN, DO, EF, EO, EQ, FG, FQ, GL, HI,HM, IJ, IM, IN, JK, JN, JO, KL, KO, KQ, and LQ in terms of P.*This truss does not fall under instability mechanism of racking*
Calculate the stresses in the member CD DH and HG of the cantilever truss show
The internal loadings acting on the section. Show the stress that each of these loads produces on differential elements located at point A and point B.