A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagona member is on a slope of 2V:1H, and is connected to the supporting beam by a wide tee. Steel strength and allowable stresses Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Bolt shear stress, Fv = 150 MPa Bolt bearing stress, Fp = 1.2Fu Bolt tensile stress, Ft = 195 MPa

A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagona member is on a slope of 2V:1H, and is connected to the supporting beam by a wide tee. Steel strength and allowable stresses Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Bolt shear stress, Fv = 150 MPa Bolt bearing stress, Fp = 1.2Fu Bolt tensile stress, Ft = 195 MPa

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

Please no hand writing solution
choose the correct answer
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w = 4.8 kips/ft, LAB = 4.2 ft, Lec = 4.2 ft, and Lco = 16.0 ft. Determine the magnitude of the maximum bending stress in the beam. P B C D LAB LBC LCD Answer: Omax = i ksi
The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec =23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 730 N12 ligs (fx.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Use the Transformed section approach considering the presence of steel. Calculate the concrete area and transformed steel area in both tension and compression shown in Figure 3. n=Es/Ec Ast=1232mm^2 Use n-1 for the transformed area to do the calculate. Unit: mm^2 with two decimal
Y1
Problem2. The compression member is shown in figure. Find the following: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength e. Does the member satisfactorily meet the design requirements? Why? HSS 8x 8x4 ASTM AS00, Grade B steel (Fy = 46 ksi) 15'
Consider the truss shown in (Egure 1). Suppose that F-60 kN and F₂-25 kN Figure 40 KN Part C Fau 50 AN Submit -2m- D 15m 1of1 > 15m 15m μA Value -F₂ Part A Request Answer Determine the force in member ED of the truss, and state if 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. HA FED Value Submit Part B Request A Determine the force in member EH of the truss, and state if 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. Submit Fon- Value Determine the force in member GH of the truss, and state if 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…
Determine the length of tension anchorage required for the 36 mm diameter plain mild steel reinforcing bars in the canrilever of figuer below. The charactersitic material strengths are feu-30N/mm² and fy=250KN. The ultimate anchorage bond stress. Stress, fou-1.5N/mm² Anchorage length R25 bars
2) Find the axial stresses of menbers FD, GD, GE State if it is tensile or Compressive. 4M 3M A LE 3m G 20 RN Go KN