6. For the structure and loading shown, determine the critical load F of the structure. Knowing that AB is a rigid beam, bar 1 and 2 are slender columns made of Q235 steel with E = 200GPa . The diameters of bar 1 and bar 2 are separately d₁ = 30mm, d₂ = 26mm, and the length of them is 1=1300mm DY B 1 TIT O N

6. For the structure and loading shown, determine the critical load F of the structure. Knowing that AB is a rigid beam, bar 1 and 2 are slender columns made of Q235 steel with E = 200GPa . The diameters of bar 1 and bar 2 are separately d₁ = 30mm, d₂ = 26mm, and the length of them is 1=1300mm DY B 1 TIT O N

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

Assume that all members are pin connected and P = 5 kN. (Figure 1) Figure 3 m -3 m3 m3 m+ 44 Determine the force in member AB of the truss and indicate whether the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FAB= Part B Submit Request Answer FAH Submit ▾ Part C Ti HA Determine the force in member AH of the truss and indicate whether the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FBC= Value Submit Value PA 6 → IB'? Request Answer E'? Determine the force in member BC of the truss and indicate whether the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case…
The rods AB and CD are made of steel having a failure tensile stress of ?FAIL = 500MPa. Using a factor of safety F.S. = 2.0 for tension, determine their smallest diameter so that they can support the load shown. The beam is assumed to be pin connected at A and C. B A 1.5 kn/m 10m Figure 3.1 Suspended Floor Beam D C
9. A steel portal frame has dimensions, plastic moment capacities and applied loads as shown in the figure. The vertical load is always twice of the horizontal load. The collapse load P required for the development of a beam mechanism is P A B Mp K 2P 2Mp L с Mp D L
The rods AB and CD are made of steel having a failure tensile stress of ?FAIL = 500MPa. Using a factor of safety F.S. = 2.0 for tension, determine their smallest diameter so that they can support the load shown. The beam is assumed to be pin connected at A and C. B A 1.5 kn/m 10m Figure 3.1 Suspended Floor Beam D C
Please answer correctly
Determine (approximately) the forces in the members of the truss shown below. Show your solution including units and the free body diagrams. 20 KN F 3 m A 10 kN 4 m E 20 KN 4 m D C 10 KN
The steel truss (E =200 GPa) shown in figure below has a cross-sectional area of 1920 mm². Determine: a. The largest allowable load F if the change in length of member BD is not to exceed 1.6 mm and a factor of safety of 2.5. b. The displacement of support D due to the load calculated in part a. 5m 6m A C F
Topic: COMBINED STRESS - STEEL DESIGN
Please explain those marked in red, thanks!
Engineering MechanicsDETERMINE FORCE (N) OF MEMBER EG in the truss shown.F1 = 222 NF2 = 513 NF3 = 456 Nα = 43 degreex = 13 m. Note: for compression, include a negative sign ( - ) and for tension, type your answer as is. Input answer in two (2) decimal places.
A simply supported girder spans 10 m. It carries two beams each at 3.5 m from the supports. The concentrated load from each beam is 70 kN
The rods AB and CD are made of steel having a failure tensile stress of ?FAIL = 500MPa. Using a factor of safety F.S. = 2.0 for tension, determine their smallest diameter so that they can support the load shown. The beam is assumed to be pin connected at A and C. B A 1.5 kn/m 10m Figure 3.1 Suspended Floor Beam D C