The safety factor for allowable Dead Load bearing capacity is: Group of answer choices 3 2 5 1
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The safety factor for allowable Dead Load bearing capacity is:
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- Wed 20 Apr 45% Stresses in Beams part 5 thi qar (5 of 6) Second Class Lecturer: Dr. Ali Al Asadi Example 3: The beam shown below has a cross section of channel shape with width b=300 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. 300mm 3.2 KN / m 80 mm -12 mm 3 m 1.5 m 14.4 KN EM, =0 B,x3-14.4x2.25=0 B=10.8 KN B F = 0 A A,+10.8-14.4=0Pls answer the letter E Steel designPlease mention correct options with solution
- A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.In accordance to NSCP 2010, the calculation of the required strength U shall be at least equal to the effects of the factored loads below where the effects of one or more loads not acting simultaneously shall be investigated: U=14 (D) U=12 (D) +1.6 (L) + 0.8 (W) U=12 (D) +1.0 (E) +1.0 (L) U=0.9 D+1.6 W Results from elastic analysis of a concrete beam yields the following values of un-factored (service) moments: Dead load moment = 50 kN-m Live load moment = 80 kN-m Wind load moment = 60 kN-m Earthquake load moment = 100 kN-m Determine the value of the factored moment (kN-m) that will be used in designing the member.A 14 foot flagpole occasionally experiences severe icing that is concerning your customer. Determine the maximum loads the flagpole can bear given the following parameters: Low carbon steel with a yield strength = 36 ksiksi and modulus of 2.90×1007 psipsi . Round hollow pipe with an outside diameter of 8 inin and wall thickness of 0.25 inin . FoS = 2 for yielding, buckling, and bending a) What is the vertical Pmax only considering Buckling? Use AISC recommended Leff. b) Horizontal Pmax only considering bending?
- PROB 6 USING NSCP 2015 CODE PLEASE SOLVE THE PROBLEMCan you please solve the calculations with equations and step by step and use space Gass software for diagrams?I will be grateful to you for this help.All the best and Thank you so much in advance.(1) Redo the following Calculate Mn ? = 448 14" 21" 3' wh Beam sections, to fé= 4 ksi Grade Co steel NWC M=110** for the all questions. (a) Computer the bending stresses in beam by using transformed-area for the all question the -area method.
- B58.3 Identify the correct statement(s): • Column effective length depends on its unbraced length and end connections • Given the same unbraced length, the effective length of a column having simple hinge connections is greater than that having fixed end connections. • Under the same compressive load, a slender column is prone to larger lateral deflection and higher stresses than a short column with the same cross-section.Pls answer thank you! A cantilever member 40 mm long having a rectangular cross-section of 20 mm x 100 mm supports a load of 6,000 N. What is the maximum shear stress?