Determine the design moment strength pM, of the T-beam in the slab shown. The span length of the beam is 30 ft. Use f = 4000 psi and fy = 60,000 psi. Assume there is one inch clear distance between layers.
Q: A cantilever beam AB supporting a triangularly dis- tributed load of maximum intensity qo is shown i...
A: Given load is uniformly varying load
Q: The field capacity of a soil is 35% by weight, and the wilting point is 15% by weight. If the dry bu...
A: Given data - Field Capacity of soil = 35% The wilting point is = 15% Dry bulk density of soil 1.25 ...
Q: A soil sample taken from a field contains a volume of 110 cm3 , weighs 220 grams when taken, and 165...
A:
Q: Find the scale ratio for the map described below. 1 mm (map) = 5 m (actual) The scale ratio is 1 to
A: Introduction : Scale ratio is defined as the ratio of map distance upon ground distance Given data :...
Q: (Problem 5.6 from the text book) For the beam and loading shown, (a) draw the shear and bending-mome...
A: Length of beam =LThe left support is hinge and right support is roller.The uniform loading length is...
Q: Compound Curve Consists of two or more consecutive simple curve having different radius, but whose c...
A: Solution_1
Q: A thin square plate in biaxial stress is subjectedto stresses σx and σy, as shown in part a ofthe fi...
A: calculate the length of the diagonal using the following relation Od =b2+b2 =2b here , Od is ...
Q: Determine the safe uniform live load that the beam can carry on a simple span of "L" meters with the...
A:
Q: Refer to the figure to answer the following questions: 150 kN/m2 45KN/m2 B 45KN/m? to 195 kN/m² 65° ...
A:
Q: Figure: Refer to the following figure: dry sand is H1 = 15 m, dry clay H2 5 m, zone of capillary ris...
A:
Q: 2.0 Block A weighs 500.0 N and block B weighs 280.0 N. Block A is held by a cord fastened to the wal...
A:
Q: Given data : Water content%3D0.02 Weight of water340 g Find weight of dry soil
A: This question is related to the Soil Properties from Geotechnical Engineering.
Q: 4.11. The form of a Rankine body can be defined by the ratio of its half- vidth to its half-length. ...
A: given a rankine body U-undisturbed stream velocity V-velocity is max
Q: If the beam has an overall depth of 789 mm, 4-ø22 mm tension bars and the distance of the neutral ax...
A: Given, D=789 mm 4 tension bars of 22 mm diameter. c=282mm diameter of stirrups =10mm fy = 330 MPa
Q: sample is found to be 0.309. Its initial weight is 274.471 grams, and after oven drying for 24 hours...
A: Find void ratio:n=e1+e0.309=e1+ee=0.44718Find moisture content Wd=W1+MC244.321=274.4711+MCMC=0.1234=...
Q: Determine the thrust block bearing areas for the conditions given below. Assume a maximum static pre...
A: F (Thrust Block) = 2PA*Sin∅2 {here, P is pressure, A is area ∅ is bend angle}
Q: QUESTION 2: For the state of stress shown in the figure, use stress transformation equations to dete...
A: Given data: σx=-60 MPaσy=-80 MPaτxy=50 MPa
Q: 5.0 The truss figure shown is pinned to the wall at point F, and supported by a roller at point C. C...
A:
Q: complete solution
A: Given data- Compressive strength (fy)= 21.9 Mpa Steel yield strength (fs) = 326Mpa Width(b) = 256mm ...
Q: 8X Ø EQ SPACED ON A Ø BC Use the attached diagram to fill in the bl...
A: ASKED: To complete the Standard Bolt Circle Callout. A BOLT CIRCLE (BC) is an imaginary circle pas...
Q: Ricky has a sedimentary rock sample with a specific gravity of 2.68. Based on the table, we can infe...
A: In the sedimentary rock type we will check for specific gravity.
Q: We need to determine the kinetic energy of a car travelling with a velocity of v = 12.5 m/s if a car...
A: Given data :- Mass of car :- 1600 kg Velocity of car :- 12.5 m/s To Find :- Kinetic energy of car
Q: Instructions: Solve the following problems completely Problem 1 12 kN/m 10 kN/m 8 kN 5 kN/m 5 kN/m 5...
A:
Q: 11. The woman shown in the figure supports the weight of an 840 N crate resting on a lever. Calculat...
A:
Q: 4. Determine the total discharge from the stream data provided. Velocity (m/s) Point Depth (m) 0.2d ...
A: the diagram of given streams in which specific point is provided
Q: 4. Rain falling on the most remote point in a given watershed travels over two main paths. First, th...
A:
Q: A grain silo 3m x 3.6m is supported by floor beams which are 3m long. What depth of grains will 75mm...
A: Beam cross-section = 75 mm x 200 mm
Q: ne time for the magr
A: bsh
Q: Given an elevated sign (billboard) as shown in the figure, determine the measurements that the base ...
A: Design of Base Plate: Solution: Given: Wind = 70 km/hr weight = 12000 kg = 117.68 kN Dead Load = Vo...
Q: the number of vehicles overtaken by th wertaking the test vehicle, (3) shows the ic stream, (4) is t...
A: since we know V =300M+Q-PtV = 5 hr estimated volume M =vehicle met from opposite direction Q = vehi...
Q: A soil sample taken from a field contains a volume of 110 cm3 , weighs 220 grams when taken, and 165...
A: Given: Soil sample V = 110cm3, normal weight W = 220 g, oven dried weight Wd = 165 g
Q: Distance between the two points Pand Q was required to be determined from tacheometer fitted with an...
A:
Q: A building has to be supported over a raft foundation of dimensions 15 m x 25 m. The soil is clay ha...
A:
Q: A soil sample taken from a field contains a volume of 110 cm3 , weighs 220 grams when taken, and 165...
A: We will apply basic formulas.
Q: A roof truss has a span of 12 m and a rise of 2.4 m which is placed at 3.5 m c/c. Calculate the live...
A: A timber roof truss is a structural framework of timbers designed to bridge the space above a room a...
Q: Gage Number Precipitation Depth (in) -1.86 1.23 0.02 4 0.86 23
A:
Q: assume a buried stratum of clay 1.83 m thick will be subjected to a stress increase of 33.6 kpa at t...
A:
Q: A 50-kg crate is attached to the trolley-beam system shown. Know ing that a = 1.5 m, determine (a) t...
A: Given ;
Q: From the following figures, find the following materials required for its construction. 15 x 20 x 4...
A:
Q: Problem 1. Determine the minimum horizontal force P required to keep the crate from sliding down the...
A: Given:- The mass of the crate = 50 kg The coefficient of friction between the crate and the incline ...
Q: If the plate load test shows settlement of plate as 15 mm, for a 400 mm wide plate then how much mor...
A:
Q: pressure (MN/m2) of a round vith 50 mm diameter and a t of 3mm? Assume that the bo ail with the gene...
A: Given data- Diameter (D) = 50mm Thickness (t) = 3mm Tensile stress(S) = 35 MN/m²
Q: Answer the ff: a) The effective stress right above the depth of 20 meters from the ground surface is...
A: solution From zone A to B the dry unit weight of sand γdry1=γwG1+e=9.81×2.671+0.45=18.064 KNm3From z...
Q: The interest earned in succeeding period will be add to the principal and become the new principal t...
A:
Q: The weir below is to be built such that the estimated average flow over its crest will be Q = 3000 m...
A:
Q: Determine the three points that lie on the sam (32, 5) (24, 18) (22, 21) (17, 29) O (24, 18) (22, 21...
A: Step 1: Let us check with slopes for all points, Slope m= y2-y1/x2-x1 Take option A, (24, 18) (22,21...
Q: A helical spring is composed of 20-mm-diameter wire on a mean radius of 90 mm when the spring is sup...
A:
Q: The weir below is to be built such that the estimated average flow over its crest will be Q = 3000 m...
A:
Q: A metallic sphere of specific gravity 8.0 falls in an oil of density 800 kg/m3. The diameter of the ...
A: Given data Diameter of sphere (d) = 10mm Radius of sphere (r) = 10/2 = 5mm r = 5/1000 = 5 × 10-3 m...
Q: 10.2 miles apar 897.8 gpd of wat elevation differm
A:
Step by step
Solved in 2 steps with 3 images
- A hoop shrunk onto a hallow tube exert a contact pressure of 3 ksi on the tube. An internal pressure of 10 ksi is then applied to the tube. The inner and outer radii of the tube are 1.5 in and 2.5 in, and 2.5 in and 4 in for the hoop. What is the maximum tangential strss in the tube after application of internal pressure? Also plot tangential stress variation diagram across the section.Find stress at BD, BE, CE area = 0.0012 m^3knowing that P = 18 Kips, determine the maximum stress when r = 0.45 in and r = 0.70 in
- An electric power transmission pole is 12 m above ground level and embedded 2 m into the ground. The butt diameter is 450 mm and the tip diameter (the top of the pole) is 320 mm. The weight of the pole, cross arms, and wires is 33 kN. Assuming the pole transmits the load as a point load, find the change in vertical stress in kPa at 2 m depth. a. 17.8 b.393.9 c.63.0 d.3.9From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 274 mmBeam height = 419 mmWLL = 8.86 kN/mWDL = 12.6 kN/mPu = 7 kNSpan of the beam = 8 mPrestressing force = 399 kNeccentricity = 127 mmA pretensioned beam of rectangular cross-section, 150mm wide and 300mm deep, is prestressed by 8, 7mm wires located 100 from the soffit of the beam. If the wire are initially tensioned to a stress of 1100 N/mm^2, calculate the following: a) stress at transfer b) effective stress
- The uniform stone shown has a mass of 500 kg and is held in the horizontal position using a wedge at B. If the coefficient of static friction is μs = 0.3 at the surfaces of contact, determine the minimum force P needed to remove the wedge. Assume that the stone does not slip at A.Problem :Pressure vessel made of alloy steel with Yield Strength of 250 MPa, Pressure acting on Pressure Vessel = 10 Atmosphere. Longitudinal Stress (σL) = 200 MPa. Hoop Stress (σθ) = 150 MPa. Radial Stress (σR) = -50. Question :a) How thick is the pressure vessel if the Inner Diameter is D = 2 Meters? b) Check whether the pressure vessel is safe or not? c) Calculate the maximum shear stress with Mohr's circle? d) Check whether the pressure vessel is safe or not with Tresca yield criterion and compare it with von Mises yield criterion?4- Determine a suitable W profile to limit the maximum stress σd=200 MPa
- Q. The shaft is hollow from A to B and solid from B to C. The shaft has an outer diameter of 80 mm, and the thickness of the wall of the hollow segment is 10 mm. Assume Shear Modulus = 12 x 106 Psi a. Determine the maximum shear stress developed in the shaft. b. Also compute angle of rotation at the end A.Calculate the effective vertical stress at point A in the soil profile shown below (g=10m/s2) a. 105.9kPA b. 93.7kPA c. 106.1kPA a. 159.1kPAg. What is the moment of inertia (I) about the neutral axis of the section? (in in^4) h. What is the first moment of an area (Q) about the neutral axis of the section? (in in^3) i. What is the maximum shearing stress (fv) of the beam? (in psi) j. What is the maximum flexural stress (fb) of the beam? (in psi)