The A-36 steel bar AB has a square cross section. Figure 1.5 in. 30 10 ft <1 of 1 1.5 in. +H 1.5 in. Part A If it is pin connected at its ends, determine the maximum allowable load P that can be applied to the frame. Use a factor of safety with respect to buckling of 2.07. (Figure 1) Express your answer with the appropriate units. μÅ 3 ? P= Value Units Submit Provide Feedback ▼ Request Answer

Q: ber AB consists of a single C130 x 10.4 steel channel of length 2.5 m. Knowing that the pins A ross…

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Q: Determine the forces in members CD, CJ, and DJ. The forces are positive if in tension, negative if…

A: Determine the force in the members CD, CJ and DJ of the truss.

Q: The bolt in the figure below is 1 in. in diameter. If the load P is 10 kips, determine the average…

A: Given-Bolt diameter= 1 inchLoad, P=10kips

Q: A solid circular shaft of diameter d and length L is fixed at one end and free at the other end. A…

A: Given a solid circular shaft with, Diameter d. Length L is fixed at one end and free at another end.…

Q: Consider the simply supported truss as defined in the figure and parameter table. Find the force in…

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Q: 3m 3 m 3m 3m D B 2a+b F G P H 4. Determine the force in member EI. Give a positive value if the…

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Q: The column shown in Figure is subjected to a service dead load of 140 kips and a service live load…

A: Given : Dead Load = 140 kips Live load   = 420 kips Length of column Lcx=20 ft…

Q: A simply supported beam having a simple span o 8 m must support a uniformly distributed service load…

A: Span (L)= 8 mDead load = 10 KN/m

Q: 4.5) The live load deflection d, is A) 1.331 in B) 1.112 in C) 0.620 in D) 0.434 in

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Q: 4.4) The design shear strength D,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips

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Q: Consider the girder and the moving loads shown in (Figure 1). Suppose that P = 80 kN. Figure 1 A 6m…

A: Beam:Rolling loads:To find:The maximum live bending moment at C caused by the moving loads.

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Given- Axial strength of column AB=?

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Answer We need to first find G factors at Joint A and joint B in order to calculate 'Kx' GA = 1…

Q: A #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106)…

A: Given: Required: Slope and deflection at C

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.