Calculate the bearing capacity moment Mr

Q: 5.98 Two C12 x 20.7 channels are joined to 8.5-in. by 0.5-in. plates with 3/4-in. rivets to form a…

A:

Q: 4. Calculate the principal stresses at points A and B for the bracket shown. The bracket is lin…

A:

Q: 5. A rigid bar is smooth pinned at O and supported by two identical springs as shown. Each light…

A: Question is based on the rigid bar pinned at O and supported by two identical springs . Number of…

Q: 2 - For beam I with distributed and concentrated loads, determine:   a)The maximum shear stresses…

A: The FBD of the beam is shown below: Taking equilibrium equation: The SFD of the beam is shown…

Q: 3,6 m 2.7 m 2400 N B C D 2.7 m 1.5 m F E 4.8 m

A:

Q: 1.) Determine bar force members EB, EC, and DC using method of sections. You may not copy the…

A:

Q: If the allowable shear stress is 300 Mpa, determ ine the diameter for the hinge support.

A:

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A:

Q: The bracket is welded on one side of a steel column with 800mm of 6mm fillet weld. Determine the…

A: Given Data:Weld size = 800mm of 6mm fillet weldLoad = 44kNL=300mmH=200mm

Q: Determine bar force members EB, EC, and DC using method of sections. Complete solution

A:

Q: DETERMINE BAR FORCE MEMBERS EB, EC, AND DC USING METHOD OF SECTIONS. PLS ADD FBD. 3.2 KN 2.0r 2.0m 8…

A:

Q: Attempt all questions. A simple frame structure is simply supported by a roller at A and a pin at B…

A:

Q: Problem-2 Determine the load P such that the members in the three-hinged arch shown below are in…

A: To determine -  Load P and value of y1.

Q: The uniform concrete slab has a mass of 2400 kg. Determine the tension in each of the three parallel…

A:

Q: The allowable shear stress for all pins is 15ksl. Determine the required dlameter for pln B.

A:

Q: Pb4 The crane weighs 8 tons with center of gravity at G and is held in place by the pin connection…

A: Given :

Q: Design a purlin for a roof truss having the following data: Span of the truss = 6.0m Spacing of…

A: Span of the truss = 6.0mSpacing of truss = 3m c/c.Inclination of roof = 30oSpacing of Purlin = 2m…

Q: Prob 5 Two plates, 100mm wide and connected by 20mm rivet is acted by a 12.5kN force. Determine the…

A: Objective: To determine the minimum required thickness fo the plates.   Given: Width of the plates…

Q: a -1 in.- 0.25 in. B a

A:

Q: Solve using method of joints.

A: To find force in all members of the truss

Q: steel plate 2.7 m x 1.3 m x 100 mm thick is to be hoisted by a steel cable sling. assume the steel…

A: t=100mm do=18mm

Q: Determine the following: A) Axial stress in 1/4" dia B.) Lengthening of the 1/4" Rod due to the…

A:

Q: 1.) Determine bar force members EB, EC, and DC using method of sections. You may not copy the…

A:

Q: 2. The yoke-and-rod connection is subjected to a tensile force of 5 kN. Determine the average shear…

A: The force applied F = 5 kN. The average normal stress in a 40mm diameter rod     = 3.98(MPa)The…

Q: The rod PQ of length L and with flexural rigidity El is hinged at both ends. For what minimum force…

A:

Q: For the beam and loading shown, consider section n-n and determine the shearing stress at (a) Point…

A:

Q: DEad LOAD = 1OKN LIVE LOAD: 12 KN DEADLOAD: 10 kN PEADLOAD= 10 KN LIVE LOAD: 8 kN LIVE LOAD = 10 KN…

A:

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

A:

Q: Determine the safe span that a 75 x 125 mm purlin would have if it has a spacing 600 mm on centers,…

A: Given data, 75 x 125 mm purlin spacing 600 mm on centersroof load=40Pawind load=1.2kpa acting on…

Q: stress Oy in ksi). Both ctor of safety of FS = N te shear failure. De - See table to comp

A:

Q: 1.) Determine bar force members EB, EC, and DC using method of sections. F E в 3,2 KN 2.0r G 2.0 m 8…

A:

Q: Solve the given frame using Set 1(Portal Method)/ 27 kN 4 m 49 kN G 5 m K 6 m 4 m 8 m Determine the…

A:

Q: bolt circle of radius 125mm. Determine lts if the shearing stress is limited to

A:

Q: 1.7-1 An angle bracket having thickness 19 mm is attached to the flange of a column by two 16 mm…

A: t=19mm Diameter of bolt (d) = 16mm Pressure (p) =1.9MPa Length (L) =200mm Width(b) =75mm

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A: Given data,  Inclination angle with horizontal = 30° Tensions stress = 5 Mpa Shear stress = 3 MPa…

Q: EX5:Design the cantilever slab shown in the figure below (The figure is top view). The slab carry…

A: The slab is an important element in the structure for carrying floor load and another live load that…

Q: 12-1. An L2 steel strap having a thickness of 0.125 in. and a width of 2 in. is bent into a circular…

A: L2 steel strap thickness=0.125 in width= 2in Radius of circular arc=600in To find Maximum bending…

Q: 3) A W33 X 130 (t = 0.58 inches , k = 1.68 inches) Determine Tength bearing the minimum N. and at…

A: Using a slice level (parallel to the mean line) to cut the profile at a given level, you can…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A:

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.