Compute for the y-component of the force F2 = 212.5 N at 01= 17.0. 270 230 240 250 022 F₁ 012 002 061 1 270- 1 081 0₂ F₂ FORCE TABLE e₁ 180 04 091 150 140 130 120 110

Q: 4000 mm2 150 kN 3 m 4000 mm2 2600 mm2 B 4000 mm2 225 k 3 m- - 3 m- E= 70 GPa Determine the total…

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Q: 4 kN · m 2.0 kN/m В 1 m 1 m 1 m 1 m

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Q: Force F = 1,600 N acts from A towards B. (a) Determine the moment of the force about point C in N…

A: Solution- F = 1600 NM = F→ x r→    = F.r sin θr→ = CA→Sin θ ⇒ angle between CA & AB = θMinimum…

Q: Problem 1 The continuous beam shown in the figure is fixed at both ends A and D, and supported by…

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Q: for figure below, caleulate the forces on surfacs A B. surface 8 (area =o.1m) air 2 w water surfae A…

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Q: A piece of wood floats in water with 55 mm projecting above the water surface. When placed in…

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Q: Determine: The location of plastic neutral axis form the top edge of the flange in mm.

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

A: Given- a truss carrying a load of 750 at joint B and D and a load of 650 at joint C. It is required…

Q: Calculate the moment of inertia of the cross section of the beam about its centroidal xo-axis.…

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Q: The 641-N force is applied to the 110-kg block, which is stationary before the force is applied.…

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Q: Determine the force (P) required to keep the block to move up, given that μs = 0.33 and μk = 0.21.…

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Q: 17.6:Find the collapse of point & of the rod given in the figure using the conservation of energy…

A: To find  Collapse point & of the rod?

Q: Determine the shear force and moment acting at point C of the beam shown in (Figure 1). For the…

A: Given data:-

Q: E-29x10psi 12.18 0A and Aa. Reactions given. I 2690 in.".

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Q: The dresser has a weight of 60 lb and is pushed along the floor as shown in. Assume h = 4 ft. The…

A: Given:- Coefficient of static friction, μs=0.34Coefficient of kinetic friction, μk=0.2h=4 ftWeight…

Q: Q3) Determine the resultant of two forces by analysis them in rectangular component according to (x…

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Q: the horizontal displacement of joint B

A: Given: A simply supported truss member. E = 205 GPa = 20500 MPa Area = 400 mm2 To find: The absolute…

Q: Collar C moves with a constant speed v =6 ft/sec along the fixed rod AB where ß =33° and d = 6 ft,…

A: Velocity = 6 ft./secβ = 33°d = 6 ft

Q: Fx F₁ e I+Y mine the x-component of the resultan low. F1 = 254 KN, 01 560 F2312 = 30°. Write…

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Q: Q1. The force vector has a magnitude of 20√2 kN. If the moment of about AB is 48 kN.m, calculate the…

A: Given:Force vector F has magnitude of 20√2 kNMoment about AB is 48 kN-mRequired:Value of "a"

Q: PROBLEM 1 The force system acting on the machine part is equivalent to a single force with…

A: Given Rx=475N Ry=50N

Q: The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B…

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Q: Draw the shear force and bending moment diagram of the beam. Draw the distribution of normal stress…

A: To draw the Shear and Normal Stress distribution for T section.q=12t/m, b=85mm, h= 750mm, t=30mm B =…

Q: Use the Castigliano's theorem to determine PROBLEM #2 the displacement of point C and slope of point…

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Q: 8. A horizontal beam of unit length under load w(x) satisfies the system: y" = M, M" = w(x), x = (0,…

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Q: A uniform bar weighs 10 kN, carries is suspended Compute its 16. Refer to figure 7. vertically from…

A: statement of the hooks law-  in a homogeneous isotropic elastic material under uniaxial loading and…

Q: Q1. Find displacement at "K" using Unit Load theorem.

A: ###Determination of Displacement at K using  Unit load method##

Q: Find moment at O, given the figure below. 50 N 2 m 5 m O 75 N-m counter-clockwise O 70 N-m…

A: Find moment at O

Q: FIND AT THE DEFLECTION OF THE ΕΝΟ POINTS BEAM

A: Given:- To find:- Deflection at end points The analysis of beam is given as under.

Q: Construct shear and momentum digram and write the equation of V and M for 6 < x < 12

A: we are already provided with the support reactions at A=980N and at B= 3160N taking sign convention…

Q: D 10 in. A B| y

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Q: r = 5i + 4j + 3k m (position vector) F = 30i – 20j – 10k N (force vector) - 2 = 0.6j + 0.8k…

A: Given:- r=5i+4j+3k m-position  vector F=30i-20j-10k N--force  vector =0.6j+0.8k To find:- a) r x F…

Q: Determine the moments at each joint of the frame shown in figure.

A: Transferring the loads of overhanging portion at join B and C, as shown in figure below…

Q: Horse1 3. 450 ovver DETERMINE THE FORCES CARRIED By EACH HORSE IF Horse 2 THE RESUITANT 6F FORCES IS…

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Q: 6. Plot the bending moment diagram for the multi-span beam without calculating the support…

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Q: Use the Castigliano's theorem to determine PROBLEM # 2 the displacenment of point C and slope of…

A: By placing a load P at the point C downwards. Finding the support reactions. Take the moment about…

Q: block of 150 N is placed on the surface having coefficient of friction 0.4 (shown in figure). What…

A: Given DataSelf Weight of the block = 150 N Coefficient of friction (μ) = 0.4

Q: 20 kN A B 30 kN/m F 16 kN D C 2m 4m 4m 3m Which of the following most nearly gives the reaction (KN)…

A: Asked: To determine the reaction at the roller support.   The reaction at the roller support (C) can…

Q: 2. For the figure belew a. What is the expression the shear force between AB? What is the expression…

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Q: The 670-N force is applied to the 110-kg block, which is stationary before the force is applied.…

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Q: Figure STS 003 shows a pole acted upon by three forces. Select the correct response: 4500.0 3842.2…

A: Given: Required : Value of couple in equivalent couple force system

Q: Calculate the moment of inertia of the cross section of the beam about its centroidal xo-axis.…

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Q: PROBLEM - ASSIGN ALL PARTS NOTE: This is a multi-part question. Once an answer is submitted, you…

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Q: 2 m D C 1.5 m E 3m 3m F 1.5 m B

A: Given data  Members length UDL To find Reactions

Q: Consider the system shown in Cauca.11 Figure 4m 6m 1of1 ) Bott Hed Part A Determine the z, y, and a…

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Q: 3.39 Find the resultant of the two forces and the couple shown, given that P = 20 N, P2 = 30 N, and…

A: Position vectors:CB→=150i-200j   mmOP⇀=150i+50j  mmVector of CoupleC⇀=CCB→CB→C⇀=C0.6i-0.8j  N-mm

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.