What are the largest positive and negative bending stresses present in the beam shown below? 3 in. 3 in. 3 in. 15 kips A B 40 in. 6 in. 2 in. 15 kips C -60 in.- D 40 in.

Q: Calculate the forces and stresses in members AB, DF, and BD. Given: d = 0.05 m

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Q: Solve the truss shown in figure 02 below for member forces using any method of your choice. 30 kN 25…

A: Using joint method

Q: Compute the forces in members of the truss shown below in figure.

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Q: Determine the force in the members cut by line x-x as shown in figure 7 KN 4 m 2 KN 2 KN W 4 m 3 KN…

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Q: The beam shown in Fig. is made from two boards. Draw the shear stress at (A.B.C.D) to hold the…

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Q: Method of Joints. By method of joints, determine the bar force in all members of the truss shown in…

A: Given data in question  Load 550 kN and 330 kN Span 11 m Height 6 m To find out  Member forces using…

Q: Determine the maximum compressive bending stresses (MPa) in the beam shown

A: Moment in portion AB:

Q: Taking member BD as the redundant member, analyze the truss shown if all members have uniform…

A: ###Solving member forces ###

Q: A 30° 3t C D В

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Q: Determine the resultant force at A. 2 ft Fc 490 lb FR= 600 Ib 6 ft 4 ft 3 ft B 4 ft 2 ft 4 ft

A: Following are the two forces at point A: FC = 490 lb FB = 600 lb

Q: 2 kN 2 kN C 2 kN A E G 4 m- B T 3m D+ 3m F + 3m H

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Q: Two wood beams, each of rectangular cross section (3.0 in. x 4.0 in. , actual dimensions) are glued…

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Q: The members of the floor truss shown below have a cross-sectional area of 20 in2 and Young?s modulus…

A: Given :

Q: Determine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure. 40 kN 40…

A: Towards the joint = compression  Away from the joint = tension

Q: 5. Each member of the 2014-T6 aluminum truss below has a cross-sectional area of 1.5 in'. P = 200…

A: Given Data -

Q: Question 4 For the truss shown in Figure 4, identify all zero-force members and show your reasor K…

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Q: an 8 m long steel is pinned at the top and fixed at the bottom. the column is provided with lateral…

A: L = 8m Ix = 178.1x106mm4 Iy = 18.8x106mm4 Area = A = 8129mm2 fy = 400MPa

Q: *1-32. Determine the largest intensity w of the uniform can be applied to the frame without causing…

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Q: Q.1: A shaft composed of segments AB, BC is fixed between the two walls at A and C and loaded as…

A: Given that: A composite shaft as shown -

Q: 9. Determine the cracking moment for the beam section shown. The bars are each 32mm in diameter. Use…

A: fc = 21 MPa

Q: 5-meter steel beam is to be loaded axially by a force P. If the axial deformation on the beam should…

A: Length of Beam = 5000 mm  Beam Size =  30mm x 120mm Area of Beam Crosssection =   3600mm2  Elastic…

Q: 2 kN 2 KN C 2 kN G -4m->> B T 3 m D + 3m F+ H 3 m

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Q: Question The degree of static indeterminacy for space truss shown below is B H D E

A: Given- Space truss as shown is given- Number of members m=14, No. of joints j=8, It is needed to…

Q: The members of the truss shown below have a cross-sectional area of 10,000 mm2. Determine the…

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Q: 30 kips 8 ft 30 kips B 8 ft 30 kips D E 8 ft F

A: Given -  For the steel truss (E = 29 x 106 psi) and loading shown, determine the deformations of…

Q: The truss shown in the figure is applied with force P = 5kN 1.50 m 1.50 m 1.50 m B 2m 2m What is the…

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Q: Calculate the magnitude of FFB in the truss. E 2000 N 1000 N D 4 m B в 4 m

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Q: For the section shown here made of wood (E1=16Gpa) and steel (E2=200Gpa) calculate the bending…

A: Given:- The section is made up of wood and steel  The elastic modulus of wood = E1 = 16 GPa The…

Q: 2 kN 2 KN A 2 kN E G -4m->>> B T 3m D + 3m F+ H 3m

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Q: E 1.5 m 1.5 m to A 1.5 m P (kN) -2 m 2 m - -

A: The greatest force P that can  be applied to member is :

Q: 2 kN. 2 KN 2 kN A E G -4m->> B T 3 m D + 3m F+ H 3m

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Q: A cantilever beam subjected to a concentrated load at the end of its 6m length. If the allowable…

A: Schematic diagram of the given problem:

Q: 9.6 Determine the stresses in the two segments of the bar shown. Segment A has a diameter of 1 in.…

A: FOR SEGMENT A DIA = 1.25 IN. LOAD= 10 KIP FOR SEGMENT B CROSS SECTION = 2IN * 2IN LOAD =22 KIP

Q: Figure 1 shows a pin connceted members of truss. As you are structural engineer, you are required to…

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Q: E The cross-sectional area of each member of the truss is 150 in?. Calculate the stresses in 4 ft…

A: Given:- The cross-sectional area of each member of the truss = 150 in2  The magnitude of the point…

Q: In the system given the loading condition in the figure, calculate the bearing responses and the…

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Q: In the system given the loading condition in the figure, calculate the bearing responses and the…

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Q: Determine the force in each member of the truss as shown in the figure.

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Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.