A 60⁰ B 6 m 5t 60°

Q: Through a very narrow gap of height 'h a thin plate of large extent is pulled at a velocity V. On…

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Q: A vertical rectangular plane surface is submerged in water such that is top and bottom surface are…

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Q: Name SURNAME: Student ID: QUESTION 9 The AE cable carrying the concentrated loads is attached to the…

A: a = 2m  b = 8m  c = 4m  d = 6m  Load P = 20 kN  We have to find out the followings:  Drawing…

Q: A process equipment emits 5 kg/h of volatile organic compounds (VOCs). If a hood placed over the…

A: →VOC emission=5 kgh→Capturing efficiency=95%To determine :The fugitive emission in kgh

Q: A platform is supported by two reinforced concrete columns spanning 8m. Both columns are reinforced…

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Q: ompute the vertical distance based on the following con

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Q: Q1 constant. Determine the slope and the displacement at C. El is 12 k-ft JA 4 ft 6k 6 ft B

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Q: FIGURE P13-56 13-57 A trapezoidal channel made of unfinished concrete has a bottom slope of 1º, base…

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Q: Can just certain candidate system types be employed in a building?

A: A candidate system refers to a proposed solution for a particular aspect of a construction project.…

Q: Calculate the moment gradient multiplier for an A36 simply supported WF beam of length L=8m with…

A: Since the beam is symmetrically loaded we get equal reactions RA = RB = 2*1532 RA = RB = 153 KN

Q: A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that…

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Q: As per Terzaghi's equation, the bearing capacity of strip footing resting on cohesive soil (c= 10…

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Q: PROBLEM: Project Name: Matabanako Elementary School Project Location: Taytay, Rizal Soil…

A: PROBLEM:Project Name: Matabanako Elementary SchoolProject Location: Taytay, RizalSoil…

Q: The infiltration rate for excess rain on a small area was observed to be  11.5 cm.hr-1 at the…

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Q: Q.4/ A normally consolidated (N.C) clay was found to have p-15°, q'= 30°. The soil specimen was…

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Q: a school building?

A: Rooms shall have, for the admission of light and air, one or moreapertures, such as windows and…

Q: Use Moment Distribution Method determine the member end moments of the beam of the rectangular cross…

A: Given: Required : Member end moment

Q: A runway handling arrivals only. The length of the common approach path is 6 nautical miles and the…

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Q: The setting times of concrete are determined by measuring the penetration resistance of the mortar…

A: Time after mixing (Minutes) force (kgf) Converting kgf into N by multiplying with 9.81 (F) Probe…

Q: 5/117 Determine the reactions at A and B for the beam subjected to the distributed and concentrated…

A: FBD of the given Beam: To Determine : Reactions at A and B

Q: Two observation wells penetrated into a confined acquifer and located 1.5 km apart in the direction…

A: Two observation wells- Distance s=1.5 km=1.5×1000 m=1500 mHead=45 m & 20 m.k=30 m/day,porosity…

Q: The influence line is for V40- = shear just left of 40'. A load of 0.5 kip/ft is placed from O' to…

A: The influence line is for V40 - shear just left of 40'. A load of 0.5 kip/ft is placed from 0' to…

Q: Requirements: Shear and Moment with diagrams Using slope deflection method

A: Draw shear force and bending moment diagram using Slope-Deflection Method.

Q: -21 GV The following travel times were measured as below and SMS for this data (tabulate your…

A: The above data is provided. We have to find out Time Mean Speed (TMS)  Space Mean Speed (SMS)  Now…

Q: Determine the load of W required to cause collapse of the frame if the plastic moment of all members…

A: Plastic Moment, Mp = 200kNm To Find: Magnitude of Load, W

Q: 9-15. Determine the reactions at the supports, then draw the moment diagram for each member. El is…

A: The given frame is statically indeterminate of degree 1. Therefore to determine the support…

Q: List 3 different concepts of Electricity(gravity) not hydro generation using weights design.  Each…

A: Concept 1: Piezoelectricity Generation   Introduction: Piezoelectricity is a concept that…

Q: Two straight lines intersect at an angle of 60°. The radius of a curve joining the two straight…

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Q: The beam below has a fixed support at A and a roller support at B. It is subject to transverse…

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Q: A child and a sled with a combined mass of 50.0 kg slide down a frictionless slope. If the sled…

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Q: Prob. 3 Is the truss statically determinate? Show your solution A F E B C

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Q: Direction: One hour triangular unit hydrograph of a watershed has the peak discharge of 60 m³/sec.cm…

A: Peak discharge = 60 m3/sec.cm Duration = 10 hrs. Time base 30 hrs. f index = 0.4 cm per hrs. Base…

Q: Problem 5. The frame shown is hinged to rigid supports at A and E. Find the components of the hinge…

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Q: For the selection of friction factor, f from the Moody diagram, select the most appropriate answer.…

A: For the selection of friction factor, f from the Moody diagram, select the most appropriate answer…

Q: For the load group and influence line shown, P₁= 32 kips, P2 = 32 kips, P3 = 8 kips, a = 14', and b…

A: An influence line diagram for shear just to the left of 40' is given. The location of P1 is 8' Load,…

Q: Project Location Description Sample No. CALIFORNIA BEARING RATIO (CBR) TEST Penetration Penetration…

A: Find: CBR % (2.5 mm) CBR % (5 mm)

Q: (1) Using the double integration method, derive the equation of the elastic curve of the cantilever…

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Q: Use LRFD and select a W shape with a nominal depth of 12 inches (a W12) to resist a dead load of 150…

A: LRFD nominal depth, d= 12 in Dead load, DL= 150 kips Live load, LL= 200 kips Diameter of bolts, db =…

Q: A normally consolidated clay layer settles 1 cm when the pressure increases from 1 kg/cm² to 2…

A: →a normal consolidated clay settles S1=1 cm→ case 1 - pressure incresese from =1kgcm2 to 2kgcm2→case…

Q: Use the method of SECTIONS to find the true magnitude and direction in bar FE of the truss shown…

A: Given a loaded truss with members AB,BC,CD,CE,BE,BF,EF. Two external loads 500lb and 1000lb are…

Q: From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm…

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Q: . The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not now the weight of the beam…

A: 1-If Beam weighs 3600 N then drawing of SFD and BMD 2- if Beam Weighs is not know then finding of…

Q: The beam shown is verified as compact shape. The beam used is W21x83 with Fy = 50 ksi and fully…

A: Dead load = 1.50 k/ft Live load = 3.25 k/ft Span, L = 28 ft W21x53, Zx = 196 in3 fy = 50 ksi

Q: Q6): The effective shear strength equation of a saturated clayey soil can be as S=25+ o tan 30. In…

A: The effective shear strength equation, S=τf=25+σ¯ tan30° Shear stress, τf=90 kPa Normal stress,…

Q: Solve the given beam using area moment method. Assume El = 3500 kN-m². W₂ A SET A(1,2,3,4,5)…

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Q: . Percentage of gravel. 2. Percentage of coarse sand. 3. Percentage of medium sand. 4. Percentage…

A: According to Indian Standard Soil Classification System (ISSCS), soil with particle size > 300 mm…

Q: Problem 4. The Warren truss loaded as shown in the figure supported by a roller at C and a hinge at…

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Q: 1.47 A cylinder contains 12.5 ft³ of air at 120 °F and 40 psia. The air is then compressed to 2.50…

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Q: * the frame below, F = 9.7 kips, a = 6 ft, b = 5 ft, and c= 5ft Determine the magnitude of the…

A: F = 9.7 kips, a = 6 ft, b = 5 ft, and c = 5 ft To find: The magnitude of horizontal force at B

Q: In the connection shown in Figure 5, ASTM A572 Grade 50 steel is used for tension member (C10-20),…

A: C 10 x 25 ( A = 7.35 in2 , tw = 0.526 in ) A572 grade 50 steel (Fy = 50 ksi and Fu = 65 ksi) We know…

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