COLUMD IN PROBLEM 4, ASSUMING THE RALLY BRACED ABOUT THE Y-Y AXIS AUP ĐEURE

Q: For the reinforced concrete beam shown, calculate the bending stresses (fc, fs,and fs') in the concr...

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Q: 300 N D 200 N B 6.0 m E H 3.0 m--3.0 m+-3.0 m-+3.0 m 200 N 400 N

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Q: Prob. 4 The following offsets were taken at 15 m intervals from a survey line to an irregular bounda...

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Q: Q-2: For a simply supported beam shown in figure below and by using Ultimate Strength Design Method,...

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Q: Find the moment of the 1.2 kN force about point A and about point B. 150 mm, 12 200 mm 1.2 kN EDIFIC...

A: moment is product of force and displacement

Q: This type of slab is assumed to be supported on only two opposite sides. Its length-to-width ratio i...

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Q: For the T-section below. 30 mm 150 mm 30 mm 150 mm The moment of inertia (in mm) about x is nearest ...

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Q: Afuty saturated clay sample After oven-drying its mass w25 reduced to 1053 grams The specific gravit...

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Q: E 20 k 12 ft 12 ft 5 k -5 ft-5 ft- -14 ft-

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Q: A beam must span a distance of 12 feet and carry a uniformly distributed load of 120 ...

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Q: a a 100 mm -75 mm- - 75 mm- 50 mm 100 mm 50 mm A a Figure Q2[b]

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Q: (a) Calculate the tension (n N) in a vertical trand of spiderweb ifa spder of mass d g hange motiore...

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Q: leans against the floor at A making an angle of 45° with the horizontal. The gate to be opened from ...

A: solutionWeight of gate, W =600lbWidth of gate, B =20ftAngle of gate with horizontal, θ =45°Specific ...

Q: 3. DEFLECTION ANGLES TRAVERSE. Given the following traverse sketches: N68 15'E N78 55'W $56°42'w S81...

A: Given:- The traverse sketches are given  To determine:- The deflection angle for each traverse and t...

Q: Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El is ...

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Q: ANSWER ASAP CALCULATE THE VERTICAL REACTION AT J

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Q: G -67.5 kN 3.6 m to -112.5 kN 3.6 m B - 6 m +4.5 m Use cantilever method to analyze the frame. Assum...

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Q: car

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Q: 3000 psi, n= 9, M= 70 ft-k.

A:   fc'=3000 psin =9  , M =70 ft-k ascertain the bending stresses in the pillar utilizing transformed ...

Q: What is the total girder and column factor of a joint? Group of answer choices 0 >1 2 1

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Q: A sample of saturated soft clay has a moisture content of w. The specific weight of solids é y, em g...

A: Use formulas for density and porosity.

Q: Dynamics problem The acceleration of a point moving on a vertical line is given by the equation a =...

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Q: Calculate the amount of rainfall that occurred over a catchment of 200 km2 which resulted in a runof...

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Q: D E F 225 kN- 6 m A B 6 m 6 m Using Cantilever Method, determine the Shear force at EF in kN.

A: Given data in question  Cantilever method  Dimensions  Lateral Loading  To find out  Shear force in ...

Q: Give and discuss the advantages and disadvantages in the design using Renewable Energy.

A:  Advantages of Renewable Energy 1. When compared to fossil fuels, it is safe, abundant, and clean to...

Q: these data to the Greenshields & Greenberg e capacity AND R-SQUARE.

A: consider plot for the solution 

Q: For a given soil, the void ratio e, water content w, and specific gravity Gs are found to be 0.50, 1...

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Q: A normal-weight plain  concrete beam  is 6 in.  x  12 in. is simply  supported on a span of  4  ft a...

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Q: Calculate the cracking moment  (Mcr)  for the plain concrete. Assume normal-weight concrete  and f’c...

A: Given: The value of f’c is 4000 psi. Consider the figure,

Q: 3. Determine the spacing of vertical stirrups near the left support of the beam loaded as bw 290 mm ...

A: The given value are as followsbw=290mmd=560mmf'c=24MPaFyt=275MpaPD=80kNPL=110kNWD=20kN/mWL=28kn/mTo ...

Q: A bar is shown in figure below: 200 kN+ 50 mm d mm 50 mm 200 kN Lmm Lmm Lmm 500 mm The bar is subjec...

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Q: A sample of moist clay is found to have a moisture content of 400 and degree.of saturation of 85%. T...

A: s= degree of saturation = 85 % =0.85 G= specific gravity = 2.76 w= moisture content =400 % =4 e= voi...

Q: A hollow steel shaft of 300 mm external diameter and 200 mm internal diameter has to be replaced by ...

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Q: Q.8 Fully saturated clay sample has (e = 1) and (Gs = 2.75), the %3D saturated unit weight (KN/m2) :...

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Q: A sample of saturated soil has a water content of 35%. The specific gravity of solids is 2.65. Deter...

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Q: Using the Internet, find information about the following two subjects and answer the questions below...

A: 1. Genrich Savlovich Altshuller was a Soviet engineer, inventor and writer. He was born in Tashkent,...

Q: A uniform slender rod of length 'L' and cross-sectional area 'A' is rotating in a horizontal plane a...

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Q: What are the various EIGRP tables

A: Various EIGRP tables are listed below: 1. Neighbor table 2. Topology table 3. IP routing table

Q: The 600-lb, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making ...

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Q: fundamentals of surveying. ANGLE TO THE RIGHT TRAVERSE. A five-sided closed traverse proceeds in a ...

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Q: For the illustrated plain concrete T-beam, compute the stress at top and bottom of the extreme ...

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Q: The gate shown is hinged through a point A and is res opening by a fixed ridge at point B. For a gat...

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Q: USE NSCP 2015 TO SOLVE. DETERMINE THE MAXIMUM AND CONCRETE AND STEEL STRESSES AT THE POINT OF MAXIM...

A: Concrete is an expectedly involved material for development while steel is presently acquiring energ...

Q: Prob. 3 The following offsets were taken from a chain line to an irregular boundary line at an inter...

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Q: 20 KN 20 KN A 20 KN/m C 20 KN/m 20 KN E 20 KN/m F G 20 KN/m 30 KN/m K 20 KN/m J 20 KN/m 30 KN/m 1.50...

A: For Beam AB ∑FY= 0 RA+RB= 20+20×(1.5+1+1+1+0.5) =120kN Taking Moment at A ∑MA=0 5RB= 20×1.5+20×5×52R...

Q: The

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Q: 6. Draw the moment diagrams using the method of superposition 5 kN/m 20 kN m 40 kN 12 m

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Q: 5. Draw the shear moment diagram for the gable frame shown. Assume C is a hinge, and A and B are pin...

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Q: steel bar originally 200 mm long is pulled in tension with stress 150o MPa the magnitude of elastic ...

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Q: Determine the momeny of inertia of the wetted surface of the dam. the unit must be in ft^4

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.