Repeat Prob. 3-5 using singularity functions exclusively (including reactions).i want handwritten and correct I have attached final sol pls do it full

Q: Along BD, the biceps pull on the bone. 75° CEB 230 mm- 35 mm 35 mm

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Q: *9-8. Determine the force in the spring. Assume the support at A is fixed. The beam has a width of 5…

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Q: Two boards each having the same EI and length L are crossed perpendicular to each other as shown.…

A: Free body diagram of box1  Free body diagram of box2

Q: P9-1. In cach case, determine the internal normal force between ktered points on the bar. Draw all…

A: Case a – Calculate the support reaction. The following figure shows the Free Body Diagram. The sum…

Q: 22= 2 R₁-R3 - 50 R3=2R₁-2₂ + 3C

A: The sides of triangle are R1, R2 , and R3. As per the given question, R1-R2-2R3 = -40-2R1+R2+R3 =…

Q: Design the positive moment of the beam shown below, determine the number of 20mm diameter bars and…

A: Given:- b = 260 mm d = 420 mm fc' = 21 MPa fy = 275 MPa To find:- As and n

Q: STEBL WIDE FLANGE BEAM BEAM SUPPT PRACKET STEEL WIDE FLANGE COLUMN 125 mm

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Q: Replace the three forces which act on the bent bar by a force-couple system at the support point A.…

A: Draw the free body diagram.

Q: For all Questions Fy = 370 MPa , F'c = 23 MPa , cover 40 mm, stirrups 10 mm, main steel bars 25 mm…

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Q: Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge…

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Q: *13-24. An L-2 tool steel link in a forging machine is pin connected to the forks at its ends as…

A: Given values: Case 1: Ends are pinned. L=24 in. Case 2: Ends are fixed. L=24 in.   FOS = 1.75

Q: -d- L = 14 in. PA -dz- -da- L2 = 16 in. PB

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

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Q: 15 Flad the ABE GO Kri CD = 70 ksi BC - 50 ksi 0.4 in2 4. 0.3 n? 4P- 3p P4

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Q: A simply supported beam ABC is loaded by a vertical load P acting at the end of a bracket BDE (see…

A: The maximum shear force is normally equal to the total sum of the maximum positive shear force due…

Q: 707. A couple M is applied at the propped end of the beam shown in Fig. P-707. Compute R at the…

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Q: O Consider the followin g loaded frame what are the force componets crt CoF acting on the EFC…

A: The force acting at a point can be resolved into two different components in X and Y directions. The…

Q: Steel Design of Compression Members: Determine the design strength (LRFD) and allowable (ASD). Use…

A: Solution:- The given figure is shown below,

Q: 24 kN 3m -3m B 3 kN/m 4 m REDMI NOTE 9 PRO AI QUAD CAMERA

A: The following figure shows the Free Body Diagram of the frame.

Q: 707. A couple M is applied at the propped end of the beam shown in Fig. P-707. Compute R at the…

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Q: F 4m A B 3M J 2M зм 2M 10KN 6KN Need complete solution pls. For the internal force member of the…

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Q: PROBUEM B : USING METHOOD OF JOINTS SOLVE FOR THE FORCES ACING IN ALL MEMBERS Of THE TRUSS. INPIGATE…

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

Q: Using A992 (50 ksi) steel with KL = 22 ft., determine gPn of the following shape. The channels are…

A: The given data are: Considering a section A992 C10*30 KL=22 ft D=10 in A=8.82 in IXX(channel)=103…

Q: termine Pn and Pn/2 for the column using AISC specificatio 10 ft 24 ft 14 ft

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Q: A cantilever beam is supported by a tie rodat B as shown. Both the tie rod and the beam are…

A: Obtain the moment ofinertia I section S6×12.5I =22.1 in4Calculate the area ofthe wire AA=π4dw2Here,…

Q: Determine the y-coordinate of the mass center of the welded assembly of uniform slender rods made…

A: Mass center can be computed in a similar manner to the calculation of area center, by taking…

Q: A simply supported beum AB of 6 m span is subjected to louding as shown 4 kN 4 kN 2 kN/m 2 KN/m BT…

A: To find support reaction at A and B

Q: Question 2: A compression member is subjected to service load of DL-180 KN and LL-335KN. The member…

A: Given:- The dead load on the column = 180 kN  The live load on the column = 335 kN  The length of…

Q: F4-33. Replace the loading system by an equivalent resultant force and specify where the resultant's…

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Q: ** JOINT OF THE EABLE FRAME. H त THE ROOF ISTRANSMITTED TO EACH 1200 bft PURLINC OVERSIMPY SUPPORTEP…

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Q: d load as shov tion/s of the s and w = 25kN

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Q: Q3: A rigid beam ABCD is supported as shown. Initially and at room temperature the beam is…

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Q: Q3: A rigid beam ABCD is supported as shown. Initially and at room temperature the beam is…

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Q: Homework 2-2.1 13k 9k A D 50° mm 6 7B 50° 6' 2-2.1-1 2-2.1-1 Find the axial forces in bars BE and BC…

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Q: Calculate the plastic moment. Use A36 steel. " 10" l'-0" r-||-

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Q: 8 8a 8b 8c W 6 x 16 structural steel column is designed for bi-axial bending. Both end connection…

A: In axially loaded column both radius of gyration (ry) and gross arae (Ag) increases the loading…

Q: Determine the force in member GB of the truss. AE is constant.

A: let,RA and HA=vertical reactions and horizontal reactions at support A respectivelyRE =vertical…

Q: Design (LRFD) a column to support the loads: Dead load = 378 kN Live load = 622 kN The 6.096 m-long…

A: Given, DL = 378 kN  LL = 622 kN  L = 6.096 m  Fy = 345 MPa

Q: Using LRFD andA-50 steel, determine the maximum load Pu that the system below can carry. Assume…

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Q: Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf=120mm d=550mm d'=80mm…

A: The process of design involves finding out the sizes of the structural member and the proper…

Q: KN 12-(factored load) m |C Assume El of the columns and beams are equal. Neglect sidesway. Neglect…

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Q: Find The deflection at point, A totsN Find ACH₂eE₂ AFH EL 2m for the Frame 30 MN B sm EI shown below…

A: Horizontal and Vertical Deflection at A is zero as it hinges support. Here, the horizontal…

Q: Find the internal forces and moment acting at point A in the beam. The vertical reaction at the…

A: Schematic diagram of the given problem:

Q: The steel framework is used to support the reinforced stone concrete slab that is used for light…

A: Steel Fabrication is also referred to as conventional steel fabrication, which involves cutting…

Q: 250mm 3-Ø25mm 5-Ø25mm 550mm = 4

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Q: Determine the design moment capacity of the beam with given properties below. bf = 650mm bw = 350mm…

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Q: Determine the maximum live load P that the beam can carry. Use plastic analysis and LRFD provisions.…

A: Solution:

Q: PROB. 1 Which of the given sections would you use on the column? A242 steel F, = 290 mPa. D = 875 kN…

A: Given : fy = 290 MPaA242 steel Dead Load, DL = 875 kNLive Load, LL = 1450 kN For the hollow circular…

Q: B. The linkage below is made using two A992 steel rods, each having a circular cross section.…

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Q: ttached to the top and bottom flanges and i 20 mm rivets. The beam is simply supported ove a…

A: Given:- W21x147  platess=300 x12mm uniformly distributed load=270kN/m d=560mm I=0.00151mm4 shear…