3) Determine the maximum allowable value of P if the flexural tensile and compressive stresses are not to exceed 100 MPa and 70 MPa respectively. P 2P 200 4P potom 1:1 €3 -pin 25 4.00m P 1.50m 1.00m 1.50m 25 250 (Dimension in mm) 00⁹

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Q: Describe about the deviator stress.

A: - Deviator stress is also know as Principal stress difference, Shear stress, Back pressure stage -…

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Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P 19 kips, w =…

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Q: NWC M= 50 ft.

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Q: Determine load P such that the axial stress in the steel pipe is 200 MPa P Imm GAP RIGIO PLATE

A: It is given that :

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Q: QI: Find the normal stresses at sections A-A, B-B, C-C, and, D-D for the body as shown in figure…

A: As per guidelines we are supposed to answer only first question

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Q: A steel flat of rectangular section of size 70 x 6 mm is connected to a gusset plate by three bolts…

A: Given data- steel flat size=70×6 mmdia of the bolts t=11.5 mmshear capacity=15 kNallowable tensile…

Q: two steel plates are bolted to the wooden beam shown by 30-mm-diameter bolts spaced at 200 mm.…

A: Find modular ratio:n=EwEs=40200=15so,Reduced width of wood =1505=30mmFInd…

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Q: Q2:If allowable stresses are at = max. value of W. W 2m 8m 165MPa, oc = 100MPa t = 70MPa determine…

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Q: (CLO 1, 2)Determine the stress in the Aluminum rod (Psi) after the load 142 (kips) is applied. The…

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A: Average shear stress = VA a. Find Shear force in one bolt ; V = 13 * P2 P = 6 k So, V = 1 k b. Find…

Q: Example: Calculate the strength of the single lap joint. The plates are made of 1"x4" wooden blocks…

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Q: Determine the principal stresses acting at the 1 section using Mohr circle

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Q: Calculate the shear stress in MPa at section B A 100 mm F=10EN 10 mm

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Q: FOR THE GIVEN PROPERTIES DESIGN THE REINFORCEMENT d': 15 mm 400 mm b d 580 mm 27 MPa OF BEAM OF…

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A: Given data  Cross sectional area of each member (A) = 600 mm2  Find stress in member EF.

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.