A W18 97 with Fy = 414 MPa is used as a compression member. The x length is 4m. Compute the nominal strength for Kx = 2.2 and Ky = 1.0.
Q: Determine the slope and the displacement at the end C of the beam
A:
Q: A closed traverse has the following lengths and bearings : Line Length 200.0 m 98.0 m Not obtained…
A:
Q: Assuming one-way slabs (always spanning in short direction), calculate the tributary area for: 2.…
A: A one-way slab is given spanning in a shorter direction. Dimensions are given. To determine the…
Q: Problem 2 The moist weight of 28.8 x 10^4 m^3 of soil is 54.27 N. If the moisture content is 12%…
A:
Q: where did 127 came from ?
A: This question is related to Highway Engineering from Civil engineering.
Q: Problem 4 The moist weight of 28.8 x 10^4 m^3 of soil is 54.27 N. If the moisture content is 12%…
A: Moist weight of soil, W = 54.27 N The total volume of soil, VT = =28.8 × 10-4 m3 Moisture content,…
Q: 8-61. The two blocks used in a measuring device have negligible weight. If the spring is compressed…
A:
Q: X w 12M₂ VB 2.3 What is the value of the shear force at x = 2.5 m? w = 3 kN/m L = 4 m
A: Shear force is the algebraic sum of all the forces acting on either left or right side of the…
Q: Differentiate between 'low gravity' and 'high gravity' dams. Calculate the limiting height of low…
A:
Q: Differentiate between 'low gravity' and 'high gravity' dams. Calculate the limiting height of low…
A:
Q: Dead Load= 20 kN/m Live Load= 30 kN/m Unit weight of concrete= 23.56 kN/cu.m f'c= 27.6 MPa fy= 414…
A: Given that Dead load = 20 kN/m Live load = 30 kN/m Total load acting uniformly over the beam = DL +…
Q: Q- What is end depth in free overall?
A: solution of above problem is below:
Q: SITUATION 17: In the figure shown below, y 800 N 450 N 60° 75⁰ 45° 600 N 112. Determine the…
A: Given:- The magnitude of the force 1 = F1 = 600 N The magnitude of the force 2 = F2 = 800 N The…
Q: Q3) Determine the force in each member of the truss. State if the members are in tension or…
A:
Q: 4. For the concrete dam shown, calculate the factor of safety against overturning and sliding. Use…
A:
Q: A 100% saturated soil having a water content of 37.50% and Gs = 2.72. Determine a) void ratio, b)…
A:
Q: Calculate the force and moment reactions at the bolted base of the overhead traffice-signal…
A: Answer Let us first draw free body diagram of forces acting on rod AC and OC Consider Assembly AC…
Q: Find the forces in members EF, KL, and GL 30° JP k 'N 10 kN L F 20 kN 0 M 6 panels at 5 m K G 20 kN…
A:
Q: Q4) Determine the force in members JI, IC, and CD of the truss. State if the members are in tension…
A:
Q: Cross-sectional area of 0.0026 m² of a horizontal jet of water hits a fixed vertical plate with a…
A:
Q: If the free haul area is between 4+30 and 14+30, what is the average haul distance (ft) for the net…
A:
Q: 4.9 The maximum and minimum dry unit weights of a sand were determined in the laboratory to be 18.31…
A: (4.9)
Q: Determine the distance X2 so that the maximum moment in the beam is the least value possible. a.…
A:
Q: Calculate the force and moment reactions at the bolted base O of the overhead traffice-signal…
A:
Q: The system in the figure is at 20°C. If the pressure at point A is 1900 lb/ft², determine the…
A: A pipe system is given in the figure as shown in the figure above and it has been asked in the…
Q: 80KN GOKN 4m 4m 4m 4m 4m 4m w= 20 kN/01 Gm 6m Lia
A: Given- A propped cantilever Beam having an internal hinge at B. Required- To calculate shear force…
Q: has an order to manufacture 5000 hanging vases to hold ½ pt. of water when full. The vases are…
A: Given:- 5000=manufacture 1/2 point of water height=8 in weighs =130 lb per cu ft To find:- weight…
Q: - Calculate the force of impact of the jet on the plate.
A: Given. For a horizontal jet of water hits a fixed vertical plate withvelocity,V= 3 m/s…
Q: The force of impact
A: Given data, Horizontal jet of water with its cross-sectional area. A= 0.0028 m2Velocity,V= 5…
Q: *8-52. Beam AB has a negligible mass and thickness, and supports the 200-kg uniform block. It is…
A:
Q: A simply supported beam carries a point load P(lb) at its midpoint. Determine the value of the…
A: A simply supported beam carrying a load P (lb) which causes maximum deflection of Y (in). For…
Q: A eight-sided figure in which the sum of the interior angles = 1080°-00'-25" was completed. What…
A:
Q: Calculate the force of impact of the jet on the plate.
A: Given. Cross-sectional area ,A= 0.0026 Of a horizontal jet of water. Water hits a fixed vertical…
Q: -lb force is applied to the wrench handle. The blade is bolted to a bracket attached to the motor…
A: Given:-force=25 lbTo find:-Nc
Q: ㄷ (b) (c) (d)
A: A structure is said to be a stable one if it is properly restrained by the support reactions. Also…
Q: Analyze the beam loaded and supported as shown: Ans.: A 40 kN Ans: 2 m 6m B Hinge (a) Determine the…
A: Given: Required: Maximum shear and bending moment
Q: An existing rectangular clarifier at a drinking water treatment plant is 18 ft wide and 72 ft long.…
A: Rectangular Clarifier: The rectangular shape of the clarifier provides a longer path for effluent…
Q: Draw the shear and moment diagrams, then anwer the questions. The distance x is measured from point…
A: Given : Draw the shear and moment diagram and find :
Q: #1 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm².…
A:
Q: It is known that a vertical force of 181.9 lb is required to remove the nail at C from the board. As…
A:
Q: of the first point A was 180.750 m. Rule out a page of a level field book and enter the above…
A:
Q: Question 5 Calculate the horizontal sight line offset (ft) for a curve with a radius of 600 ft and a…
A: Given data, Design speed (V) = 40 mph Radius (R) = 600 ft
Q: a. b. C. D 10 -10 ft- - 8 ft- 10 k -10ft 400 lb 6 ft 15 k P₂ -10 ft- 5 k -10 ft 10 ft E
A:
Q: 6-6. Determine the force in each member of the truss, and state if the members are in tension or…
A: Given data : Determinate truss with Pin support at A and roller at C Find : Member force in truss…
Q: QUESTION 12 1. A 40 cm well completely penetrates an unconfined aquifer of saturated depth 40 m.…
A:
Q: *8-52. Beam AB has a negligible mass and thickness, and supports the 200-kg uniform block. It is…
A: Given : Weight of block = 200 kg P = 300 N Determine the two coefficient of static friction at B…
Q: Construct a contour with a contour interval of 0.20 m. The proportional spacing of contour lines…
A: Contour interval = 0.20m Elevation for which conyours to be obtained = 92m, 93m, 94m, 95m & 96m
Q: A horizontal jet of water with its cross-sectional area of 0.0048 m² hits a fixed vertical plate…
A:
Q: Determine the force in each member of the truss using the method of joints. State if the members…
A:
Q: For the rectangular horizontal-flow sedimentation basin and influent particle- settling…
A:
Step by step
Solved in 2 steps with 2 images
- The wooden section of the beam below is reinforced with two steel plates as shown. determine the moment maximum internal M that the beam can withstand if the allowable stresses for wood and steel are (σadm)wood = 6 MPa and ((σadm)steel = 150 MPa, respectively. Use E(wood) = 10 GPa and E(stell) = 200 GPa.The structural frame below is loaded as shown. Determine the required area for members AB, ED,CD, AF, and FG considering the material’sproperty below : E= 200GPa, Allowable Stress for Compression is 120MPa and 315MPa for tension. Note : all units in meters.A 10 ft cantiliver beam (E=30000 ksi, I = 1170 in^4) is subjected to a distributed load of 5 kip/ft, the max delfection in the beam is most nearly: 0.307 in 3.69 in 2.95 in 0.607
- A concrete beam has a width of 400 mm and effective depth of 500 mm. It is reinforced at the bottom fiber with 6 – 28 mm deformed steel bars. Use f’c= (49) MPa and fy = (362) MPa. Determine the depth of compression block, moment reduction factor and ultimate moment capacity of the beam.Design a rectangular reinforced concrete beam for a simple span of 45 ft. Uniform service loads are 1.0 kip/ft dead load (excluding the self-weight of the beam) and 1.2 kips/ft live load. Use f′c=4,000 psi and fy=60,000 psi. Sketch your design.A doubly reinforced beam, which have a base of 310 mm, and an effective depth of 410 mm, is reinforced with steel area of 2263 sq. mm at the bottom, and 1232 sq. mm on the top. Take d' = 70 mm, fc' = 21 MPa, and fy = 345 MPa. determine 1.) a 2.) the value of fs' (actual stress of the compression bars) 3.) value of ρbalance 4.) Mu
- In a given T-Beam, flange width = 700 mm, slab thickness = 100 mm, web thickness = 350 mm, effective depth = 450 mm. It is singly reinforced at the bottom side (tension side) with As = 2775 sq. mm. Take fc' = 17.24 MPa, fy = 413.7 mm. a) Determine the value of compression block "a"refer to the figure, which force member from the options is equal to 5.66k compression? BE, DE, BF OR EF?a reinforced rectangular beam with width b and effective depth d is subjected to service live and dead loads (self-weight included) of WL and Wd respectively. If required, compression steel bars are to be placed d' from the extreme compression fiber. Use fc'=28 MPa and fy=420MPa 1. Solve for the area of tension steel bars using Es=0.004 2. Solve for the are of compression steel bars using Es=0.004 Data: b=250mm, d=450mm, d'=100mm, L=7.20m, WD-30kN/m, WL=37kN/m
- Question (2): A rectangular beam has a width b = 300 mm, and effective depth d = 500 mm and a total height h = 550 mm. The beam is reinforced with three bars number 22. Compute the nominal strength of the beam cross section Mn and the design moment Mu. For all questions, Use f’c= 28 MPa and Fy= 420 MPaDetermine the elongation of the tapered cylindrical aluminum bar caused bythe 30-kN axial load. Use E = 72 GPa.A timber beam having a simple span of 6m carries a total load including its own weight of 15KN/m. It has a width of 250 mm and a depth of 300mm. Used dressed dimension by reducing its dimension by 10mm. The wooden section is made up of 80% Apitong.Fb = 16.5 MPaEw = 7310 MPaFv = 1.75Mpaa. Determine the maximum flexural stress of the beam.b. Determine the maximum shearing stress of the beam.c. Determine the maximum deflection of the beam.