60 kN 60 kN D. 75 kN 75 kN 75 kN 6 at 4 m 24 m Determine the member force on member JK. 243.375 kN Tension 102.758 kN Compression 243.375 kN Compression O 185.540 kN Tension 12.369 kN Tension 102.758 kN Tension 75.00 kN Tension 75.00 kN Compression O 185.540 kN Compression 12.369 kN Compression

Q: 120 KN 120 kN 120 kN 40 KN 40 KN 60 KN 60 KN 3 m 3 m Determine the member force on member FI.…

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Q: 120 KN 120 kN 120 kN 40 N 40 KN 60 KN 60 KN 3m 3m 2 m Determine the member force on member FI.…

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Q: A rectangular concrete beam 250mm wide by 300mm deep is prestressed by a force of 540kN at a…

A: ###DETERMINATION  LOCATION OF PRESSURE LINE AT SUPPORT SECTION OF BEAM###

Q: 4 m 4 m 4 m | 4 m | 4 m | 4 m K J 6 m M |N H 60°- EQ P 60° 30° 30° 6 m D R 25 kN 25 kN 6 m C 6 m T 6…

A: compute the force in member FJ

Q: For the Beam and loading shown, Determine the shear force at point C given that W= 59, and a= 3. w…

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Q: -) -887 kNm [b) 1 A 3 W = 2m

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Q: a) Compute for the moment of Inertia of the cross section b) Determine the maximum bending stress in…

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Q: Calculate the force in member AB. 2 kN 2 m B 2 m 2 m G 3 m 4 kN F E 8.00 kN (C) O 8.94 kN (T) O NONE…

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Q: For Problems 3.8 tions at A and B. 3.8 A 1000# solve for the support reac- W=300/FT. DI

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Q: Determine the maximum moment at C, in kN-m. O 67.5 kN.m O 70 KN-m O 75 kN.m O 82.5 kN.m

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Q: 4 m 4m 4 m 4 m | 4 m 4 m K M 6 m N H EQ F 30° P 60° 60°- 30° 6 m D |R 25 kN 25 kN 6 m C

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Q: mine  the equations of the shear and bending moment curves for the beam and loading shown , (b) draw…

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Q: 1.50 m COMPUTE THE HORIZONTAL AND VERTICAL COMPONENTS OF THE h,-4.50 m RESULTANT FORCE ON THE CURVED…

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Q: 3m 3m 1 5m o 3 kN/m The 100 mm thick concrete slab shown weighs 24 kN per cu. meter and is being…

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Q: The total length of the beam shown below is 10 m and the uniform load Wo is equal to 15 kN/m. Wo…

A: This question is related to the Strength of Material.

Q: The horizontal force P = 64 N is applied to the upper block with the system initially stationary.…

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Q: Find the force member CH.

A: solution  these types of the question can be solved by using the method of joints concept

Q: Q5-A) If the shear stress at bottom of the two parallel plates (h=0.3m) is 0.006 N/m². Find the…

A:

Q: Determine the force in member DJ, in kN. 10 kN 10 kN E B F 6 m G L K J H Y10 kN 6 panels at 4 m…

A: To find out the force in member DJ.

Q: P = 10 1.5P KN P KN- A 1.5 m a. 37.5 kN/m b. 21.3 kN/m c. 20.6 kN/m d. 21.9 kN/m GH -3 m -3 m E PS…

A:

Q: B 0.75 m The vertical force at A is: A) 21.58 N B) 67.42 N C) 78.14 N 55⁰ (D) 192.19 N A 1m 0.5 m 50…

A: Given A beam Required  Vertical force at A

Q: Determine the resultant moment about points A and B, if Fc = 17 kN, L=8 ft and M = 63 kN-ft A L Fe L…

A: Given data:

Q: drew the sher forn a) Expre the internal shear d m in e diagrs for the beam shwe ofs and the 4000 N…

A:

Q: *5-72. Detemine the components of reaction at the ball- and-socket joint A and the tersion in the…

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: Determine the internal force carried by member CD. 50 kN 50 kN 100 kN 4 m B 3 m

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Q: Material - steel truss DISPLACEMENT DETERMINATE TRUSS (EXERCISE 3.2) Ve = ? VA = ? HA = ? A =…

A:

Q: the 30kg blockk is Yele rest 1-Sm above the blate.defeiomi 'ne the Compression the block mementarily…

A: to find compression of each spring

Q: Determine the internal force carried by member AB. 50 kN 50 kN 100 kN 4 m B 3 m

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Q: Determine the force in member CD. H 3 m C E -2 m 2 m 2 m- 2 m 2 m 2 m- 4 kN 5 kN 6 kN 8 kN O 12.0 kN…

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Q: Determine roller support reaction

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Q: compute the force in member LP

A: To Determine Force in member LP.

Q: 2 kN 2 m В 2 m 2 m 3 m 4 kN E O 8.94 kN (C) O 8.00 kN (T) O 8.94 kN (T) O NONE OF THE GIVEN CHOICES…

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Q: 5 @ 3 m = 15 m 12 kN 12 kN 12 kN 12 kN 12 kN 12 kN 20 kN- 40 kN- A

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Q: For the beam in the figure; a) Find the coordinates of the geometric center and the moments of…

A: Draw the figure.

Q: What is the Maximum moment in kN-m. Given: w = 45, a = 3, b = 2, and c = 3. %3D w kN/m *cm> Rp am bm…

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Q: Solve barforce memberEF

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Q: 2. Replace the distributed load by an equivalent resultant force and specify its location from point…

A: Given data:

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.