Refer the beam shown with cross section of thickness, t = 15 mm. If F = 84 kN and a = 150 mm, F 2a 40a Find the section modulus of the cross section. 2a-

Q: Determine the Vertical Deflection at the hinge. The elastic curve may be right or wrong. Indicate…

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Q: A Elastic bar AB is connected to rigid member ACD as shown in the figure. Determine the displacement…

A: Given  Area , A= 200 mm2  Modulus of Elasticity, E= 80 Gpa

Q: Compute for the linear weight of 10 mm reinforcing bar. (Use the unit weight of the Steel). a 0.692…

A: Solution  Given the dia of steel d= 10mm  So the area will be A=π/4 * 10² 24=25π mm²

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Q: Compute the available strength of the compression member shown in the figure.

A: flexural buckling strength for the x axis, ​Kx​L​/rx = 1.5816(12)​            =121.5 Fe​=π2E​(KL/r)2…

Q: Pkips P/2 kips 10 ft 10 ft to 10 ft 10 ft El = constant Figure 5

A: MFAB=-wl8=-(38)(20)8=-90kipMFBA=+wl8=+90kipMFBC=-wl8=-18(20)8=-45 kipMFCB=+45  kip Restraining…

Q: Principles of Steel Design Plate no. 8: Elastic and Plastic Properties Compute the elastic moment…

A: 1)    2)3)A36 : Fy=248 Mpa

Q: Q: Verify that the steel seetion W12 x 106 can be used for the cantilever beam shown in the Figure.…

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Q: D = 110 kips L = 280 kips W12 x 87 A992 steel 30

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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: Determine whether the column shown in Figure is adequate to support 850 kN dead load 2400 kN live…

A: Solution: Given: S 275 steel HE 450 B section length = 9 m braced at midspan both ends pinned, K = 1…

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A: Solutions: Given data; Moment of inertia Columns  W18×50=800 in4…

Q: -P 38 63 63 38 252 63 63 63 63

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Q: Assuming A36 steel, select the most economical W8 section. Check the shear stress, and determine the…

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Q: Determine the force acting on members BE, FH, and HK. . Final answer must be rounded to the nearest…

A: Determine the force acting on members BE, FH, and HK.

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A:

Q: The steel pipe is filled with brass and subjected to a torsion T-34kNm. Determine each torsion value…

A: T = 34 kN- m = 34000 NLength L = 100 cmDiameter of brass db = 4 cm = 0.04 mOuter dia of steel do =…

Q: 01. Consider the beam cross section shown below: = 3 in? = 60 ksi = 3 ksi = 7.5V(Sc) = 7.5v(3000…

A: As the beam specifications are given: As=3 in2 fy=60 ksi fr= 7.53000 psi=0.41 ksi Es=29000 ksi…

Q: 240 lb 12' 400 lb D 16' A 600 lb 12' F 12' B

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Q: 000 -P 38 63 63 38 252 63 63 63

A: A lap joint is the joint between two bits of metal wherein the edges or closures are covered and…

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A: We have to determine the value of design strength of the beam shown as per the given data in the…

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A: Based on given data:

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A:

Q: A.) the plastic section modulus and the plastic moment Mp. Bending is about the x-axis, and the…

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

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Q: A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web.…

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A: Following are the given information. A=6.45 in2, d=10 in bf=3.32 in, x=0.990 in Ix=102 in4, Iy=6.40…

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Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.