ACTIVITY 2: Determine the (internal Di, external De and total D) static indeterminacy of the following structures. wwwww hinge www hinge wwww www.dr

Q: PROBLEM: Determine the vertical deflection of point B at each truss. 30k- -8 ft· 50 k B- -8 ft EA =…

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Q: Y= 22 C= 2 How to solve numbers 4, 5, and 6

A: Given data  Y =22,  C = 2   Find  4. Moment at 12 m from A  5. Location of maximum moment occur…

Q: 5Q. The plate is moving at 0.6 mm/s when the force applied to the plate is 4 mN. If the surface area…

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Q: +dor h work space O 375.50 cyds 384.84 cyds How many cubic yards (cyds) of soil need to be removed…

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Q: Please answer ?

A: Given data:- X = 475 NW = 25 kN/mW/2 = 12.5 kN/mW/5 = 5 mZ/10 = 6 mEI = 400×1010 N-mm2

Q: Q/ For the rectangular footing with dimensions (3*6) Show in figure (4). Calculate the immediate…

A: Given data:- Dimension of rectangular footing is 3×6 m.

Q: Problem #3 Am -2 m- B -2 m- -2 m BkN C KN Y KN Determine the force in each member of the truss.…

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Q: ROBLEM: Calculate he vertical isplacement at point and rotation at B. 30 k Tc 8 ft I 40 k-

A: unit displacement method is also called a virtual work method. degree of static indeterminacy, DS =…

Q: - For the frame shown in Figure (2), determine the reactions at A and C. 2m 20 AN 150 kN.m 100 LN 4…

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Q: (Buoyancy, force on plane surface) A cube, 3.6 ft on a side, weighs 2920 lb and floats half-…

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Q: Topic: Soil Mechanics Why does the Coefficient of curvature and uniformity coefficient has no unit…

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Q: QUESTION 6. A nearly horizontal 3m wide rectangular channel with flow depth of 1m carries discharge…

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Q: Solve all member forces. Summarize your answers after your solution. F A 1 m 4 kN E 1 m 2 kN D 1 m C…

A: Let,RA=vertical reaction at support A in upward directionRB=vertical reaction at support B in upward…

Q: Determine the reactions at the supports A and B of the compound beam. There is a pin at C. A - 6 m 2…

A: Given data : AB is a compound beam with Pinned at point C. So, it should be considered separately.…

Q: parking

A: Givenμ=12minσ=2.5minX=15min

Q: nd diameter

A: given data, length, l = 12 in diameter, d = 6 in compressive load, P = 150kips modulus of…

Q: A cast iron pipe of diameter 600 m and length 400 m caries water from a tank and discharges freely…

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Q: 2. Classify the following soil using AASHTO classification system. Description Percent finer than…

A: Solution: As per AASHTO classification system: Soil A: Sieve No. 200 = 38% passing Greater than 35 %…

Q: Calculate the area enclosed by the traverse.

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Q: 5m C KN m 2 KN lm 2m 2m JKN 3. B

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Q: Replace the three forces shown by an equivalent force-couple system at point A. If the forces are…

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Q: E = 200GPa I= 7.5 x 10-6m* 300N/m 2m od, solve the 4m- and 600N/m 2m the 800N

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Q: man standing on the ground can see just the tip of a tower 25km away. If the eye of the man is 1.8m…

A: Since the given question is multiple type therefore as per the guidelines only one question will be…

Q: 1. Determine the slope correction for steep slope and the horizontal distance AB if two lines AC and…

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Q: Why do we need to find the Specific Gravity and Absorption of Fine Aggregate, Surface Moisture of…

A: Introduction:- Engineers value specific gravity because it assists them in establishing the…

Q: Point 1-2 S. 7’’ 58’ W, 16.87m Lot-17 Point 2-3 N. 85’ 57’ W, 12.00m Road (6.0m wide) Point…

A: given data to plot given technical description LOT-16     Point 1-2 S. 7’’ 58’ W,…

Q: A flexible pavement has the following class of loads during a particular hour of the day. i. 80…

A: given- 80  buses with 2 axles of each 40 kN,160  buses with 2 axles of 40 kN & 80 kN.

Q: Determine the stretch of each spring for equilibrium of the 17-kg cylinder in (Figure 1). Figure…

A: Solution: Spring AD: ∑Fy=0 FAD=166.77 N

Q: Determine the force in each member of the Truss shown

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Q: Find the value of the pull required to eliminate the effect of sag when the 50 m long tape weighing…

A: Given: Tape length, L=50 m Pull at the time of standardization, Po=10kg Weight of the tape = 0.03…

Q: Problem 1.6 - Find the x and y components of the given 5-lb force. Y =5 lb. 30° Problem 1.7 - Find…

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Q: Determine the correct length of a line 256.32 m long measured using a 50 m steel tape at30°C. The…

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Q: 2. Obtain the general solution. (Let 2C=C) (4x + xy²)dx + (y + x²y)dy = 0

A: From the given question it is required to determine the solution of differential Equation…

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A: CONSIDER beam AC

Q: The uniform beam has a mass of 41 kg per meter of length. Determine the reactions at the supports. A…

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Q: Q.6 Determine the force in members ac,be,ce,ei & gh of truss shown in figure 3m 3m 4m h 60 + 4m f d…

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Q: 1) 240 N 400 N 16 12 700 600 N₁ 16 12m 12 B Trum

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Q: what is the final answer here?

A: As per solution of previous experts EIΦ = -2.5x² + 28.5x Required : EI Φ at right end support

Q: The support at B can be assumed to be a roller. L. What is the reaction at A? (kN) 2. What is the…

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Q: Q2- For the frame shown in Figure (2), determine the reactions at A and C. 20 AN 150 kN.m 100 LN…

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Q: Topic: Soil Mechanics Why does the Coefficient of curvature and uniformity coefficient has no unit…

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Q: A 50-m steel tape that weighs 0.04 kg/m is used to lay-out a distance of 275 m. The tape is…

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Q: For the truss shown, determine the most suitable L 100x100 single angle bar with equal legs of A36…

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Q: 2. Solve the forces in PQ, FL, QG, and QM. Hint: Identify all zero-force members and remove them…

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Q: To get a good measurement for tacheometry survey, we need to have a good plan in conducting it.…

A: Tacheometry Surveying for a given site: 1. The preliminary details of the survey site is collected.…

Q: Line Dist. AB BC CD DE EA 40.88 37.15 30.66 44.93 36.79 BEARINGS forward S 57-16 E N 38-06 E N 29-05…

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Q: 3 6m ort at 4 can be assumed esumed A to be to B be a roller Point Ci

A: Please post other questions separately thank you CONSIDER AC

Q: Given the concrete (f =6000 psi) I-beam shown in Figure 1 for the given loading: -draw the shear &…

A: The cross−section of beam is shown below To determine:1. SFD and BMD2. Maximum Shear force and…

Q: A consolidated drained (CD) triaxial test was carried out on a normally consolidated clay. The…

A: Given that A consolidated drained (CD) triaxial test was carried out on a normally consolidated…

Q: A line was measured with a 50-m tape. There were 2 tallies, 8 pins, and the distance from the last…

A: Given- A 50m tape 2 tallies 8 pins Distance from last pin to the end of the line = 2.25m Required-…

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.