A structural steel built-up section is fabricated as shown. Calculate (a) the moments of inertia and (b) the radius of gyration with respect to the X-X and Y-Y centroidal axes. X 4" 28" IY 6" 4 4 X 3" 4" 16"

Q: H.W1: Determine the design moment strength for each of the following A) fe = 25 MPa fy = 420 MPa 70…

A: f'c=25MPa fy=420 MPa

Q: The load is supported by the four 304 stainless steel wires that are connected to the members AB and…

A: We have given the following data :

Q: 100mm 150 mm B. 125 mm 200m 3KN

A: Given: A rigid link supported by a pin at A and two steel wires for wire C with cross sectional area…

Q: A beam is loaded and supported as shown, where w1 600 Ib/n, w2 388 ft, a-3.7 ft, b 4.6 th, und e-…

A: F1 is the value of triangular load in region x = (0 to a)  So,  F1 = area of triangular loading

Q: Calculate the forces in members BF, BE, and EF. P=30 P kN 3 m B 3 m 3 m D 1 m 3 m 3 m E

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Q: as a crosS as sh own OI Hange (b₂) and the web (b₁) and is subject to a maximum positive moment at…

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Q: the fixed end moment FEMCB for the fr

A: For span BC,  MfBC=-wl212 MfCB=wl212 As there is no loading on AC and CD MfAC=MfCA=MfCD=MfDC=0

Q: Q1-calculate the stress in the wire and the vertical deflection of point B using the given…

A: A beam is given, we need to find out the stress in the wire and vertical deflection of point B

Q: What is the deflection at the hinge for the beam shown below? A C I B I L/2 – L/2

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Q: The maximum stress that can be applied to the part whose cross-section is shown in the figure is 200…

A: Maximum stress that can be applied to cross section = 200MPa. Force, F = 980000N.

Q: Determine the force in each member of the truss illustrated using the joint method. Note: The system…

A: To Determine The force in each member of the truss illustrated using the joint method.

Q: 2 m A G B 1m F 2 m C E 1 m. P3 D P2

A: Identify zero force member in givin truss

Q: A steel rod composed of two parts (AD and DB), which have different cross-sectional area, is fixed…

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Q: Calculate the force acting on members FG, FC AND BC.

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Q: Compute the bar forces in the lettered bars of the truss shown. P Ja 45° 45°

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Q: H.W: Find forces and elongations wires, steel in each wire. A=80mm² L=4m E=200 G Pa Estrelaxation.…

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Q: The cross-sectison of a simply supported plate girder is shown in figure. The loading on the grider…

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Q: Determine the design strength of the beam shown. Assume fy=345MPa and fc'=21MPa. 3-22 mm 375 mm 375…

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

Q: 180 mm mm 200 mm A B- 3.2 m 1.5 m 30 mm 30 mm

A: The given data is: Allowable Tensile stress = 4 MPa Allowable Compressive stress = 5 MPa Length of…

Q: From the beam shown below, which of the following nearly gives the moment at A.

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Q: properties. f’c= 30 MPa, fc=13.5 MPa, fy=400 MPa, fs=200MPa.   e) The moment capacity of the beam…

A: Find lg  y1 = 150mmy2 = 350mmA1 =300×200 =60,000 mm2A2 = 600×100 = 60,000 mm2 y= A1y1+A2y2A1+A2y =…

Q: 1. Determine the internal forces experienced by ALL the members of the given truss system.

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Q: for the given truss, calculate the support reaction at A in kips. express your answer in 2 decimal…

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Q: Civil Engineering What is the redundant force Dx used if the following primary structure solved by…

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Q: Determine the angle u between cables AB and AC 5 ft 60° Z 3 ft O 6 ft 4 ft FAB= 70 lb A FAC = 60 lb…

A: Position of point A, Position of point B, Position of point C, To find: The angle between the cables…

Q: Calculate the magnitude of FFB in the truss. E 2000 N 1000 N D 4 m B в 4 m

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Q: 1. Determine the forces in each member of the truss, and state if the members are in tension or…

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Q: * A For the RIGID beam shown, find the :deflection at point B B с 50 kN ID

A: A rigid beam ABCD with an overhang CD of 3m and is pin supported at A and roller supported at C…

Q: A two-membered frame is joined by a pin at B, D, and E. Determine the horizontal and vertical…

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Q: 600 N/m 600 N/m 2 m 1 m 2 m R1 R2 Find the deflection at mid-span

A: To find the deflection at mid-span, using the double integration method. In the double integration…

Q: Le Lo + The steel structure is loaded as shown. hc = 4 m, Lb = 3m, P = 40 KN, E = 200 GPa, I = Ic=…

A: Since C is a roller support hence can't provide  horizontal reaction(HC =0) against the load But it…

Q: O Determine the forces in the members DE, GH and GE of frame shown in figure by method sections. 5 m…

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Q: Question 13 of 14 > - /5 View Policies Current Attempt in Progress Determine the coordinates of the…

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Q: For ABC beam with elasticity module E, inertia I; a) Find the reaction forces at point a b) Find…

A: Support Reactions :  ∑Fy = 0RA + RB + WL2 - 2W3 - 12×2W×L = 0RA + RB = WL2 - 2W3…

Q: 600 N/m 600 N/m 2 m 1 m 2 m R1 R2 Find the deflection at mid-span Y = 1/EI*(3350) %3D

A: To find the deflection at mid span-

Q: 1- The reactions at A and E. 2- The deflection at C.

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Q: the deflection curve of the simply supported beam of Fig. 8-7 subject to the uniformly distributed…

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Q: 2) A Column is 4m tall and made from a Universal I section A load of b0KN is applied on the x-axis…

A: Stresses:  Maximum stress = 6.625 N/mm2  Minimum stress = -0.654 N/mm2

Q: d the maximum bending moment and maximum deflection

A: Given Data:UDL=2KN/mPoint Load=5kNSpan L=2mE=200GpaI=107mm4 It is required to determine the maximum…

Q: T 3 m İ 3m 50 kN 1 5 3 -3m-x e 2 6m 6 m 6 6 m

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Q: ures P4-25-P4-30, determine the ma Ss. Let E = 200 GPa or 30 × 10° psi units in the problem. Let c…

A: According to given data E= 200 GPA

Q: ethod of joints. State whether the forces are in tension or compres 2 kip A НЕ B mūnu с -16 ft- i D…

A: To find force in all members of the truss

Q: Use slope-deflection method to compute the bending moments of element ends for the following…

A: Solution: Find the fixed end moments of each span: For span AB: MFAB=-WL8=-21×88=-21…