50 kN 40 kN/m 10 kN/m OB

Q: _11. The value of the lateral torsional buckling modification factor for figure a is nearest to w,…

A: 1. value of the lateral torsional buckling modification factor for figure 11 is 1.30

Q: 6-22. The beam is subjected to a uniform live load of 1.2 kN/m, a dead load of 0.5 kN/m, and a…

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Q: Determine the reaction at the roller support B of the beam shown 50 kN B 6 m 6 m actual beam

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Q: today at 8:12 pm mee A metallic cube 30 cm side and weighing 450 N is lowered into a tank containing…

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Q: 2- Calculate the Design moment strength for the shown floor system. Span is 34 ft and: f=40,000 psi…

A: The given data is: Span length=34 ft fy=40,000 Psi fc'=4000 Psi bw=12 " hf=3"

Q: Determine the nominial moment strenght oF the beam

A: Nominal moment strength: - It is the maximum bending capacity of beam after that beam will fail in…

Q: A screw Jack has a square thread of 75 тm mean diameter and a pitch of 15 mm. Find the force, which…

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Q: CHANGE OF STORAGE VOLUME PART A At a particular time, the storage in a river reach is 84000 m. At…

A: Initial storage in river =84000m3Initial inflow, I1=3.1m3sInitial outflow, O1=3.7m3sFinal inflow,…

Q: A rectangular concrete beam having width of 250 mm and effective depth of 350, will be designed to…

A: Given data, b=250 mm d=350 mm fy=275 MPa fck=20.7 MPa d'=60 mm xu,maxd=0.53 1)Maximum moment applied…

Q: A cantilever beam AB, loaded by a uniform load (see figure), is applied on a channel section. If the…

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Q: Q Y- 17.5 kN/m Cohesion = 28 kPa a - 0.95 Y= 17.8 kN/m w = 25% & Gs = 2.6 Cohesion = 35 kPa a = 0.85…

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Q: 417. For a flowrate of 2 m'is of air (y = 12.0 N/m) what is the largest A that will cause water to…

A: step 1-

Q: Arc of radius 30 m Consider the truss structure shown in the figure and determine the force in…

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Q: The tangents of a sag curve connects at the point of intersection having Station 18+407.60 and…

A: 1. Given : At point of intersection (PI) ⇒ Station = 18 + 407.60…

Q: A circular pile 0.65m in diameter and 13m long is embedded in loose sand. Site investigation…

A: End bearing capacity is 0 Skin friction capacity is 905.87 KN  Allowable Load is 302 KN

Q: Analyze frame structure using force method of analysis as 2 shown in figure to draw the moment…

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Q: Prepare the rough estimate for a proposed commercial compels for a municipal corporation for the…

A: Given data,

Q: 4/115 Calculate the x- and y-components of all forces act- ing on each member of the loaded frame. D…

A: Given Data -

Q: The angle of inclination of the roof is 20 degrees. Span length (distance between truss or rafter to…

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Q: 115 Calculate the x- and y-components of all forces act- ing on each member of the loaded frame. 600…

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Q: A metallic cube 30 cm side and weighing 450 N is lowered into a tank containing a two fluid layer of…

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Q: Two tangents converge at an angle 31.2 degrees, which were connected by a reverse curve having…

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Q: Q1: Consider the gravimetric concrete dam shown in Fig. 1. (a) Draw the flow net for the case shown…

A: Gravimetric concrete dam A gravity dam is a structure composed of concrete or stone masonry that is…

Q: Calculate Maximum Deflection for Beam 4 Use E = 25 GPa The section B4 is 200mm x 350mm Total DL =…

A: Assuming B4 t be simply supported. L of B4 = 5.5m = 5500mm E = 25 Gpa = 25000 N/mm2 b = 200mm d =…

Q: FIGURE 1 are applied at of steel, bronze rigidly attached together. If P = 3000 lb and the…

A:

Q: Table 1. Raw data from sieve analysis E retained mass (g) Sieve Mass of Mass of sieve + Retained…

A: Sieve Aperture (μm) Mass of sieve(g) Mass of sieve+ Retained Soil (g) Retained Mass (g)…

Q: compression. Use combination of Method of Joints and Method of Sections. Note Determine the force in…

A: It is given that : To Find - We need to find forces in each members using both method of section…

Q: Search about AutoCAD User Interface and identify its basic parts. Give at least ten (10) basic parts…

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Q: So kN 40 katm lo kN Am 2) 20 kN-m Im + 2mt žm tant

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Q: An aluminum bar having a cross-sectional area of 160 square millimeters carries the axial loads at…

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Q: Determine the magnitude of the resultant force. Express your answer to three significant figures and…

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Q: 10 KN/m 6m 3m Derive the shear function of segment AB in terms of x. Derive the moment function of…

A: To draw SFD and BMD

Q: Calculate discharge for a rectangular Sarda fall having Crest length 10 m Top width 3m and Depth of…

A: Sarda fall  Sarda-type falls are made up of modest falls that result in slow energy dissipation of…

Q: 25. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes…

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Q: Determine the vertical clearance at the right edge of a 11.5 meters bridge from the curve in meters.

A: Givendata: G1 = -3.2% G2 = +8.5% E.I = 138.73 m E.I of bridge = 156.30 m Clearance = 6.3 m Bridge…

Q: occupational health and safety procedures in the workplace

A: Occupational safety and health (OSH), also known  as occupational health and safety (OHS),…

Q: 2 k/ft -10 ft -20 ft- 15 ft

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Q: Two cables are used to secure the overhang boom in position and support the load W = 1700 N . The…

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Q: 33. Three pipes A, B and C have the following basic geometries Pipe A B Diameter D D/2 2D Length L…

A: Head loss Potential energy is turned into kinetic energy by head loss. The pressure loss due to…

Q: A 4.50m high noise barrier results in a Path Length Difference of 1.4855m. Calculate the Fresnel…

A: Given:- The height of the noise barrier = 4.50 m  The path length difference = 1.4855 m  The…

Q: From given building plan and sections below, complete given table below as well. The Home building…

A: Given Data: Dimensions of Building: By Centre line method

Q: Design a con<rete lined <hannel to carry A discharge of 350 <ume<s at a slope of I in 6400. The side…

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Q: 10KN 5kN/m C 5.0m A AB

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Q: The lower ends of the three bars in the figure are at the same level before the rigid homogeneous W…

A: Given data in question  Steel and bronze wire Load Area Modulus of elasticity  Coefficient of…

Q: Who uses record drawings for planning future projects? O Contractor O Owner O Facility Manager O…

A: Option 3 is correct  Facility manager

Q: coblem 2 Design of Shear Members cantilever beam has a span of 3 m. The beam carries a uniform se…

A: a) Maximum shear force at the support = w*L/2 + P/2 = 22*3/2 + P/2 = (33+0.5*P) kN. Ordinarily we…

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu =…

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Q: For the truss loaded as shown, determine the member forces for BC, CF, and FG. ZKN 8 kN 3 m B 5 kN 4…

A: Given Data -

Q: Design a corbel to carry a load of 300 kN at a distance of 200 mm from the face of a 350 mm x 500 mm…

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Q: Compute for the vertical deflection at point C and support B using Double Integration Method. EI is…

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