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Q: Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size…

A: Given: Particle size distribution curve of two soils A and B Atterberg limits are as follows…

Q: 不 k H, k2 H3 k3 NOTE: ト -ごー*

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Q: The ∑ F proceeding in the couple is?

A: Brief concept- Couple- It is a pair of equal and opposite parallel forces. These two forces do not…

Q: The arrangement shown in the figure measures the velocity V of a gas of density 1 kg/m³ flowing…

A: Given data- Density of gas- ρg=1 kg/m3,fluid density ρm=1000 kg/m3,Velocity V=20 m/s, To Find- The…

Q: 4. SOLVE FOR THE AXIAL STRESSES OF MEMBERS BD, DE & FG OF THE TRUSS SHOWN ABOVE. INDICATE WHETHER IT…

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Q: A fixed retaining wall is backfilled to height of 10m with dry cohesionless sand. The resulting…

A: Following are the given information. Backfilled height =10 m Unit weight of sand = 18 kN/m3 Drained…

Q: Fo B - P 800 mm C -600 mm

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Q: '. (a) Compute the runoff from a 7-in rainfall on a 1500-acre watershed that has hydrologic soil…

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Q: Water flows through a 100 mm diameter pipe with a velocity of 0.015 m/s. If the kinematic viscosity…

A: Pipe diameter d=100 mm,Velocity V=0.015 m/s,kinematic viscosity To Find-The friction factor (f) of…

Q: 136 N is the asnwer in the

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Q: A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown.…

A: Introduction- The maximal compressive stress and tensile stress on a beam under bending moment…

Q: Solve problems 1-6

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Q: 4. A pipeline with diameter of 850 mm and length of 4.1 km connects two fresh water open reservoirs…

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Q: iv. Using compass rule, compute the new length of course EA. Using transit rule, compute the new…

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Q: 7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7…

A: Types of Slab : The two types of slabs which are considered while designing a structure are : One…

Q: Flow and spacing are inversely related O True O False

A: State true or false Flow and spacing are inversely related

Q: A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown.…

A: Given data;

Q: 4 in 2 in 4 in 8 in -12 in- -16 in-

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Q: Q4. An equal-tangent vertical curve is used to connect a -0.8% gradient at PVC to a +0.6% gradient…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Water flows at a rate of 120 L/s in a 30 cm diameter horizontal pipe connected to a 20 cm diameter…

A: Given discharge= 120 L/s  Dia of horizontal pipe = 30 cm  Dia of vertical pipe = 20 cm

Q: A simple log bridge in a remote area consists of two parallel logs with planks across them (see…

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Q: A simple circular curve has a radius of 300 m and 60° deflection angle. Compute the following: a.…

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Q: For the given flat plate of uniform thickness as shown, determine the area of the section, and the…

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Q: f) What is the length of side AD on the lot? g) What is the length of side AB and DC on the lot…

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Q: "hat is the degree of indeterminacy of the given Tucture? a. -1 b. 0 С. 1 d. 2

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Q: (Knowing that the linear expansion of steel is a = 15.5×10-6 K¯'). How the change of the beam…

A: Using formula for expansion or contraction due to temperature changes

Q: prove tañcy) dy

A: Proof of integration ###

Q: Points 1 2 3 4 5 6 B.S a d I.S b e f F.S c g H.I ارتفاع الجهاز 31.46 31.46 31.46 30.2 30.2 30.2 R.L…

A: Given values: Points B.S I.S F.S H.I R.L 1 a     31.46 29.3 2   b   31.46 28.9 3 d   c…

Q: 5-3[(4x-y)+2y]

A: The given expression is,

Q: find the foree in members DF, DG , EG. B 20N lom ION 15N 1ON lom lom lom

A: Method of sections : DF , DG , EG.* Reactions :- ∑FxI=0   ;    Ax=20N                        ∑FyI=0…

Q: The moment diagram by parts are base on the moment diagram of O Fully restrained beam O Cantilever…

A: Moment diagrams by parts is a method to solve the determinate beam and find reactions in beam.

Q: 100 A 9, A3 200 1. What is the value af ybar from the 1-1 line (Select) 2. What is the value of…

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Q: Problem 5 Knowing that the radius of each pulley is 3 in., the load P is 500 lb, and neglecting…

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Q: . A mold having a volume of 0.01 cubic meter was filled with moist soil. The mass of the soil in the…

A: Given data in question  Volume of mould Mass of moist soil 20 kg Mass of dry soil = 20 - 1.5 = 18.5…

Q: , compute the bar forces in the lettered bars of the trusses

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Q: 4) A precast T beam with the dimensions shown below is to be a used as a bridge over a small…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: 3. Is Iust be par PROBLEM 1: The frame shown is supported with hinges at A and C and a pin at B.…

A: Both the hinges will have the two supports, they are :- RAx and RAy at A and RCx and RCy at C. Then…

Q: 2 – (20%) For the beam shown in Figure P-2, draw influence line for reactions at A, B, and shear at…

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Q: 2=38 N Im man k dane Find

A: Introduction : The given figure shows a box which is being pulled by force of 3.8 m . The…

Q: Y

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Q: Which among the following determines the direction of closing error? a. Tan δ = ΣD/Σ O_b. c. d. Tan…

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Q: Q1/1/2/ If C(5*5) the counter of the rows isi and the counter of the columns is j,what is the…

A: Assume a square matrix A having  order 3*3 A=a11a12a13b21b22b23c31c32c33i= rowsj=column

Q: For a highway curve with R= 1000 m, I = 16°30', and Pl station = 3 +264.759 m, calculate the…

A: Radius of curve R = 1000 m = 1000 × 3.28084 = 3280.84 ftI = 16 °30, = 16.5°PI = 3+264.759

Q: A simply supported wood beam of rectangular cross section and span length, L = 1.2 m carries a…

A: Calculate maximum permissible value of P?

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.