Qus: In a plate load test bearing plate size which is recommended is : 1. Minimum 30 cm, maximum 75 cm 2. Minimum 50 cm, maximum 500 cm
Q: A vertical plate is an equilateral triangle whose edge is 3.5 m long. If one edge is level with the…
A:
Q: 3. Determine the maximum compression load that the column can carry. Use allowable strength design…
A: First we summarise the given data : Safety factor = 2.0 To Find : The max. compression load that…
Q: 5 A 10-ft boom is acted upon by the 840-lb force shown. Determine the tension in each cable and the…
A: Given figure. F
Q: A helical spring is fabricated by wrapping wire 25mm in diamet around a forming cylinder 250…
A:
Q: (i) The watershed at a particular site on a river has 77000 ha area. The mean annual precipitation…
A:
Q: Q. 3: needs A Traffic engineer urgently to determine The AADT on an urbon minor arterial highway. he…
A: Given data: Hourly volume observed during the 1st hour of Wednesday V1=560 v/hr Hourly volume…
Q: For a total storm rainfall of 90 cm, total storm runoff was recorded as 20 cm. Taking initial loss…
A: Given that :- For a total storm rainfall = P = 90 cm Runoff = Q = 20 cm Taking initial loss = ∆L =…
Q: Two straight wires AC and BC, 8 mm diameter each meet at joint C as shown in figure below. Supports…
A: Given data, Diameter of each wires = 8mm = 0.8 cm Load applied= 500 kg E= 2*10^6 kg/cm2 We have…
Q: Why are technology and transportation equipment companies investing so much time, money, and effort…
A: Autonomous transportation has the potential to make transportation faster, safer, more efficient,…
Q: 24. The time of travel of a free falling body varies directly as the square root of the distance it…
A: Given Distance travels by free fall of body =78.48m Time taken = 4 seconds To find Distance travels…
Q: What are the procedures for profile leveling?
A: This question is related to the Surveying Engineering from Civil Engineering. In this question ask…
Q: Numerical Solution to the Falling Parachutist Problem: Where: DO E UD Fw=mg с Object released from…
A:
Q: Derive the element stiffness matrix for a beam element (of length, I) with nodal d.o.f. [V1 01 V2…
A:
Q: A fill having a volume of 15000 m³ is to be constructed at a void ratio of 0.5. The borrow pit solid…
A: Given that :- A fill having a volume of 15000 m3 is to be constructed at a void ratio of 0.5 volume…
Q: 6. The 1780-kg car has a velocity of 27 km/h up the 12-percent grade when the driver applies more…
A: Given:- The mass of the car = 1780 kg The velocity of the car = 27 km/h The grade of the slope = 12…
Q: Excavation was being carried out for a foundation on plastic clay with a unit weight of 22,5 kN/m³,…
A:
Q: 7. 1 A = 51°23' B = 105°39' The four-sided, closed traverse has the following angles and distances:…
A:
Q: An engine produces 400 kW of power which spins a shaft at 6000 rpm (revolutions per minute). Note…
A: As per guideline we can solve only 3 sub part of a question
Q: The column in the proposed rectangular footing depicted below has a size of 0.5x0.5 m. If the stress…
A: 1. Determine footing sizes: Assume a footing depth, d=8" net soil bearing capacity,…
Q: Determine the moment of the forces acting on the structure about point A. ´HIS IS AN EXAM. DO 90N…
A: In this question, Two forces of 90 KN and 20 KN are acting on the structure. 90 KN acts at 50 degree…
Q: A rectangular simply suppor size 100 mm × 250 mm size m is subjected to a uniform Load of 50 kN/m.…
A:
Q: For the shown structure, AB is made by C83400-red-brass (Ebr = 14600ksi, apr = 9.8 x 10-6/°F) and BC…
A: Given data: Member-AB [Red brass] Ebr=14600 ksi αbr=9.8*10-6 /°F Member-BC [Aluminium] Eal=10600 ksi…
Q: please just solve 8.3 and 8.4 like how you did above
A: Given data in question Depths Unit weights Void ratio Specific gravity To find out Plot of total…
Q: For the following wastewater and biomass characteristics: Q0 = 50 m3/d S0 = 60 mg NH4+-N/l Xi0 = 20…
A:
Q: 4) Find the discharge of the rectangular, sharp-crested, two-stage weir show below. Assume P = 3ft…
A:
Q: 10 in. P A y 16 lb 40 lb B D E 40 lb 15 in. 10 in. | 16 lb -P 10 in. Q.3) If P = 30 lb, replace the…
A:
Q: The figure below represents interior mezzanine plan, which will be used for storage purposes. The…
A:
Q: Describe the process regarding the 6 phases of a construction project 1.Study and report phase…
A: Each construction project has its own set of objectives and constraints, including a need for a time…
Q: 5 kN/m 5m 20 kN 5 m 10 kNm a) Determine the second moment of area of the cross-section b) Determine…
A: Answer- In this question given data are- I section with the given dimensions to calculate the…
Q: A rectangular concrete beam 120 × 300 mm is prestressed by straight cable, effective force 180 kN at…
A: Given that :- A rectangular concrete beam B = 120 mm D = 300 mm Effective force = P = 180 kN…
Q: Calculate the location of maximum deflection using double integration of method
A:
Q: below, calculate the principal values of stress. S stresses acting on a properly oriented material e…
A:
Q: 5m 6m FILL y = 17kN/m³ GRANULAR SOIL CLAY LAYER 3 y = 15kN/m³ GWT Ysat = 16kN/m³ Ysat = 18kN/m³ e =…
A:
Q: The solubility product for the dissociation of Mg(OH), is 9 x 10-12. Determine the concentration of…
A: Given that , The solubility product Ksp = 9*10^(-12)
Q: A reinforced concrete tower is provided on a ring foundation of inner radius of 8m and outer radiu…
A:
Q: C 5 kN 45° A B D 1 m 45° -2 kN F 1 m E Determine the magnitude of the force (in kN) in member BE.…
A:
Q: Draw the shear and moment diagram of a loaded cantilever beam below.
A: Given data in question Load 15 kN/m and 8 kN each Span 8 m To find out SFD BMD
Q: Find the reactions of the fixed end at B. NO
A:
Q: Q2. Knowing that μ = 0.30, determine the acceleration of each block when mĄ = 5 kg,mp mc = 15 kg. =…
A:
Q: Problem 3 3, Nine 4 "diameter steel (Est = 30,000ksi) reinforcing bars were used when the short…
A: Given data: Number of steel bars = 9 diameter of steel bar = 3"4 Elastic modulus of steel, Est=30000…
Q: 3 b S C Maxximum Flow Inspection of a free way, data set record of Cokm/hr, Jam of densita of of…
A:
Q: A 1m 5kn 3m 15kn/m 6m 10kn B 4m 10kn/m C
A:
Q: Problem No. 2 For the beam shown below has the following properties E = 100,000MPa 580x10³mm4…
A: Given, E = 100000 MPa I = 580 x 108 mm4
Q: A 3 m square plate is immersed vertically in water such that the two edges of the square are…
A: Given data,
Q: Solve the following reactions
A:
Q: A rod of length 150 cm and of diameter 2,0 cm is subjected to an axial pull of 20 kN. If the modulus…
A:
Q: your answer to the nearest whole number. Use 9.8 m/s² for the acceleration due to gravi N d }h water…
A:
Q: A driver of a car applied the brakes and barely avoided hitting an obstacle on a roadway section…
A: Given data: Down gradient, N = 5% Length of the skid marks, L = 26 meters Coefficient of friction:…
Q: Select the lightest C section that will safely support the service tensile loads PD= 65 k and PL=…
A: Given:- The service tensile loads PD= 65 k and PL= 50k The length of the column = 14 ft The two…
Q: The Liquid Limit and Plastic Limit of sample are 40% and 30% respectively. If 20% of the soil is…
A: Given data :- Liquid limit of the soil = LL= 40% Plastic limit of the soil = PL = 30% If 20% of the…
Step by step
Solved in 2 steps with 2 images
- The beam is subjected to a shear of V = 13.5 kN. Set w = 125 mm. (Figure 1) Part A Determine the web's shear stress at A. Express your answer to three significant figures and include the appropriate units. HA igure 1 of 1> Value Units 200 mm Submit Request Answer 30 mm Part B 25 mm Determine the web's shear stress at B. Express your answer to three significant figures and include the appropriate units. 250 mm HẢ 30 mm Value UnitsAISI 1035 CD Steel Fy = 1.2 KN Fx = 2.5 KN Fz = 3 KN point is A. Find the factor of safety using Maximum Shear Stress failure theory. 50 300 40 50 25 40 Fy 35 380 Fx FzA cylindrical block is 35 cm long and has a circular cross-section 10 cm in điameter. It caries a total compresive load of 70 kN, and under this load it becomes 32 cm. Estimate the average compressive stress over a normal cross-section and the compressive strain.
- A flanged bolt coupling consists of ten 20-mm diameter bolts spaced evenly around a bolt circle 400- mm in diameter. Determine the maximum shear stress formed in 200-mm diameter shaft if the allowable shearing stress in the bolts is 40 MPa. Show complete solution and figure.Question 2 (a) A 200mm x 200mm square steel column is subjected to a compressive load and hence failure due to buckling must be considered. If E = 240GN/m? and L/r = 90 determine the boundary condition applied to either ends of the column so that the column will fail due to yielding first and the critical load. UCS = 200MN/m? %3DWeek: 3: Flexure: Behavior and Nominal Strength of Beam Sectio 3.6 The Working-Stress Design Method * Homework 1: Calculate the bending stresses for the section shown. Use M = 55 kN.m f'e= 27.6 Mpa 250 mm fy = 414 MPa 535 mm 600 mm As-1516 mm Ausinan atesser O anan ama
- As demonstrated, four 25mm diameter rivets with a T=75kN axial load are equally distributed. The plates have a thickness of 25mm and a width of 150mm. determine the following: a. shear stress on the rivetsb. bearing stress between a plate and a rivetc. minimum average tensile stress in each plate strictly draw a complete FBDA hydraulic punch press is used to punch a slot in a 10-mm-thick plate, as illustrated. If the plate shears at a stress of 325 MPa, determine the minimum force Prequired to punch the slot. 20 mm 75 mm Plan view of slug Punch Plate Slug O 942 kN O 561 kN O 873 kN O 649 kN O 692 kNQ.1: Explain the ASD (Allowable stress Design) method.
- Given the built-up beam shown 10' simple span beam ● W = 3000 lbs/ft • Determine the maximum shear stress ● ( 1 3 BEAM 3" x 15" BEAMZAO O .ll zain IQ docs.google.com/forms O 125 MPa 12.5 MPa 250 MPa no one 5/5 find the normal stress at left of point B 1 B A D 40 KN 50 KN 40 mm 70 10 KN 20 mm 30 mm 100 mm 300 mm 300 m 200mm 21.3 MPa 23.8 MPa 26.4 MPa no one ...A beam from the exterior balcony of a house has a base of 300 mm and a height of 500 mm reinforced with 6-Ø16mm bars for tension and Ø12mm. Determine the following (f'c = 20.7 MPa and fy = 415 MPa) using all the NSCP provisions and if the bars is found out to be in two-layers rebars may be unequally distributed on each layer: a. Depth of Tension zone b. Actual Tension Steel Stress c. The net tensile strain d. The ultimate moment capacity of the beam