Determine the intensities and of w1 and w2 of distributed loading acting on the bottom of the slab so that this loading has an equivalent resultant force that is equal but opposite to the resultant of the distributed loading acting on the top of the plate.

Q: W1 b. C 1.75 m d 5.00 m W4 kN/m W2 5 kN/m P 15 kN 1.25 m b 2.00 m Given: a

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Q: 20 pts Determine the largest load P that can be applied at A when 0= 55°, knowing that the allowable…

A: Given:- the allowable average shearing stress in the 10-mm-diameter pin at B is 120 MPa and that the…

Q: haft AB and CD are solid and of diameter d, while shaft BC is hollow with inner diameter 80 mm and…

A: Given that:

Q: I03 The floor beam system shown in Fig (1), 3m carries a live load of w =6 KN / m2, 0.3 in…

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Q: ips/ft, determine the absolute Horizontal shearing s (ksi) in the beam re L1 = 8 ft; L2 7 ft; bf =…

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Q: 3 m L 5 kN -3 m. 4 kN B F -3 m व C +1+1+1 -3 m. E D 5m

A: Let RE  and Dy are vertical reactions at E and D

Q: 914. A timber beam AD, 100 mm thick by 300 mm high and loaded as shown in Fig. P-914, is pinned at…

A: Given:- The thickness of the timber beam AD = 100 mm = 0.100 m The height of the timber beam AD =…

Q: b=148mm d=266mm A=5700mm² 1₁=7.03E6mm4 |x=71.1E6mm4 E=200GPa Pinned at top. Fixed at its base.…

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Q: Find the stress: members bc, bm, mh

A: Given:- ef=3m ab=4m bc=cd=de=ij=hi=gh=fg=4m aj=5m To find:-  bc, bm, mh stress

Q: If P = 114 kN, determine the normal stress produced at point H of the pier support shown. P 500 mm

A: Given : P = 114 kN To find : Determine the normal stress produced at point H ?

Q: Using method of joints, determine the force in each member of the roof truss shown. State wether…

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Q: An unpressurized pipe with an outside diameter of 219 mm and a wall thickness of 8 mm is subjected…

A: Given: Outside diameter, do=219 mmWall thickness, t=8 mma=1.3 mb=1.8 mPx=14 kNPy=54 kNPz=26…

Q: lowable shear stress for each of the 0.30-in.-diameter steel pins at A, B, and idering the normal…

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Q: 10% b-Calculate the number of bars of the compression reinforcement (As') in the doubly reinforced…

A: As the figure of questions a i.e Figure 3 has not been posted , Hence I am uploading just the answer…

Q: Find the an equivalent resultant force and specify the location (x,y) of the equivalent resultant…

A: Consider the figure,

Q: Problem #9: Seven 7/8-in-diameter rivets fasten the plate to the fixed member. Determine the maximum…

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Q: Determine the magnitude of the maximum vertical force P (in kN) that can be applied to the bell…

A: Draw free body diagram Consider the moment equilibrium about point B…

Q: Determine the required thickness of member BC to the nearest 1/16 in., and the diameter of the pins…

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Q: 1 Determine the required thickness of member BC and the diameter of the pins at A and B to the…

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Q: 3m -3m- 4 kN B F

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Q: Determine e, the shear center of the idealized thin-walled 2-boom beam section shown in Figure 3. h…

A: In spite of the direction and magnitude of the transverse forces, the location of the shear center…

Q: Draw the distribution of the shearing stresses in the channel section for the loading shown in V =…

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Q: 0-14. A punch of 20 mm diameter is used to punch a hole in 8 mm thick plate. If the force required…

A: Given- Diameter of punch d = 20 mm, Thickness of plate t =8 mm, Force P=110 kN, It is needed to find…

Q: 2) A simply supported timber beam with a rectangular cross-section has been loaded perpendicular to…

A: The loading will produce bending moment and shear force in the beam. The bottom of the beam will be…

Q: A force of 3000N is acting on the orange plank which is attached to the pin as shown in the figure.…

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Q: For the beam and loading shown, determine the maxi- mum normal stress due to bending on a transverse…

A: Bending stress is the normal stress acting on the crosssection of the beam

Q: 1.5 64 115001% 4500 lb-ft D 683 1E T NA- I=96 in." 2.5 in Sin

A: To Determine Maximum Tensile and Compressive Bending Stress.

Q: 1-61 The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm²…

A: Cross sectional area of AB (AAB) = 12 mm2 Cross sectional area of CD (ACD) = 8 mm2 a. Determine the…

Q: A timber frame or truss shown below supports a load P of 50 kN. Find (a) the normal stress in all…

A: Solution: Given: P = 50 kN

Q: III – Stress Analysis of Trusses 3. Determine the forces CE, DF & FG of the truss using method of…

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Q: 1. The assembly consists of three disks A, B and C that are used to support the load of 140 kN. If…

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Q: For the beam and loading condition, consider section n-n and determine (a) The largest stress in the…

A: Given data:

Q: determine the safe concentrated load that the 150 mm x 350 mm cantilever beam could carry located at…

A: Determine the safe concentrated load that the 150 mm x 350 mm cantilever beam could carry

Q: 4. Determine the required cross-sectional area needed for member BC and CF if the allowable stress…

A: Given data in question  Load 20 and 40 kN Stress 40 and 50 MPa Dimensions  To find out  Area

Q: 12 KN Q1 find stress Rod Rod D TCD TAB АВ CD beam 10 m A uniform beam supported by two beam have…

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Q: Q.. At a point in' a structural member, trianial stresses домра experienced as follows. (A) are…

A: As per question,To find(a) Determine the magnitude of principal stress and maximum shear(b)…

Q: Two C 310 x 37 channels are riveted together by pairs of 16 mm rivets spaced 180 mm apart along the…

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Q: 2 kN 5 kN 4 kN/m B D E RA = 4.5 kN %3D 1 m 1 m 1 m 1 m RE = 6.5 kN

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Q: Where is neutral axis of the gutter section with reference from the bottom of the channel? What is…

A: area of C6X13 = 3.83 in2  Iy = 1.05 in4 but in the girder section it becomes Ix  x¯ = 0.514 in but…

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.