Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
Q: 8 KN 15 KN/m 12 KN/m A E 2m 3m 3m 2m Properties of T-Section Br = 180 mm T= 16 mm Tw = 12 mm D = 210...
A:
Q: Complete the table and show complete computations. Draw the aggregate gradation chart. Calculate the...
A: Introduction: The fineness modulus of fine aggregate is an index number which represents the mean s...
Q: An open cylindrical tank, 3 m diameter contains water at a depth of 3m. Calculate the total force in...
A: Given: The diameter of the cylindrical tank is 3 m. The depth of water is 3 m. The deceleration is 3...
Q: PROBLEM 2: A support block is acted upon by two forces as shown. Knowing that the coefficients of fr...
A:
Q: PROBLEM 2: A support block is acted upon by two forces as shown. Knowing that the coefficients of fr...
A:
Q: Design the Slabs of the shown Structure.
A: To design the slab for the given specifications
Q: From the tabulated data and result of determining consistency in reference to our laboratory exercis...
A:
Q: Given the soil profile and the following thickness of soil layers, H1 = 10 m, H2 = 5m, H3 = 8m. Plot...
A:
Q: The UKB 610 x 305 x 179 in S275 section is strengthened by welding a 310mmx20 mm plate of S355 to ea...
A:
Q: A steel rod, circular in cross-section, tapers from 30 mm diameter to 15 mm diameter over a length o...
A:
Q: 2. Draw the Gant chart for the following activities: Activities Start Duration Drywall April 1st 202...
A: A Gantt chart, commonly used in project management, is one of the most popular and useful ways of sh...
Q: A block of wood floats in water with 20 cm projecting above the water surface. The same block when p...
A:
Q: Determine the magnitude of the resultant force in kilonewton. F1 = 907 N F2 = 1,253 N F3 = 981 N 01 ...
A: Given : F1 = 907 NF2 = 1253 NF3 = 981 Nθ1 = 48°x...
Q: Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section made from a T-...
A:
Q: Structural steel buildings frequently are designed with diagonal bracing systems to resist lateral l...
A: Given that Dead load = 13.3 kips occupancy live load = 6.9 kips roof live load = 1.3 kips snow load...
Q: What is the pH of the solution containing 10-5 M H2SO4? Assume complete dissociation of H2SO4 in wat...
A: To find the pH of the solution
Q: A major district road with cement concrete pavement surface in low rainfall area has horizontal curv...
A:
Q: 2. Seismic Velocity Given the geophone data below, calculate the seismic wave velocity in each layer...
A: Prob 4: Step 1: Seismic velocity = distance/time V1= 10/8 = 1.25 ft/msec V2= 1.428 ft/msec V3= 1.25 ...
Q: The crane BC shown below lifts a load of W. The weight of the crane is 0.5W. Determine the following...
A:
Q: Question 2: Joints A, B, C, D, and E are frictionless pins. Fand G are rough surface contacts. (a) I...
A: To Determine (a) Identify any 2 force members. (b) Complete the FBDs of all parts with all arrows in...
Q: Determine the dynamic viscosity (Pa-sec) and kinematic viscosity (m2/s) of water with a specific wei...
A: This question is related to the Fluid Mechanics.
Q: Determine the location of Neutral Axis, in mm, from the top of the section.
A:
Q: A footballer kicks a ball on horizontal ground giving it an initial velocity of 35 m/s at an angle o...
A:
Q: t diagrams for the si
A:
Q: PROBLEM 2: A support block is acted upon by two forces as shown. Knowing that the coefficients of fr...
A:
Q: A saturated compressible clay layer of thickness h is sandwiched between two sand layers, as shown i...
A: Given-Thickness of clay layer=hpore water pressure, u=25 kPavertical stress,σ=150 kPaadditional vert...
Q: Length of the long chord connecting P.C. and P.T. The angle that the long chord makes with the fi...
A:
Q: The present population of a community is 28000 with an average water consumption of 4200m³/d. The ex...
A:
Q: mention Color Inspection Applications In Environmental Engineering
A: Environmental Engineering: - It is a branch of engineering in which study about the process and thei...
Q: A beam segment subjected to internal bending moments at sections A and B is shown along with a sketc...
A: To determine: first moment of area shear flow shear stress, for the left block shown as area labell...
Q: Properties of T-Section Bị = 180 mm T= 16 mm Tw = 12 mm D= 210 mm Properties of C-Section T = 12 mm ...
A: y¯=∑AiYi∑Ai
Q: A prybar is used to remove a nail as shown. Determine the moment of the 265-N force about the point ...
A:
Q: An experimental device imparts a force of magnitude F = 67 lb to the front edge of the rim at A to s...
A:
Q: PROBLEM 1: Determine the mass of the heaviest uniform bar that can be supported in the positic if th...
A: T=16kN X=1.1m To find mass of bar
Q: Situation 1| Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section m...
A:
Q: 3Km 40KN pinsed suppart pinned support 10 KN &m calculate the axial forces of the members
A:
Q: Submit Request Answer Modical X-rays are taken with electromagnetia waves having a wavelength around...
A:
Q: 881 Kero ride 1590 Mer 1117 Met 1327 Wat 680 Soa
A: Weight = 2.1385 lb 1 pound = 0.453 kg Hence weight in kg Weight = 0.968 kg Per unit volime densit...
Q: The total zero force members in the given planar truss are 5 kN 10 kN D A B
A: Given arrangement, find number of zero member force
Q: P1. Two bodies A and B are separated by spring. Their motion down the incline is resisted by a force...
A:
Q: A hollow circular section, of external diameter 200 mm and thickness 20 mm is used as a beam. The ma...
A:
Q: The 30-mm-diameter A-36 steel rod is subjected to the axial forces shown. Take E = 200 GPa. (Figure ...
A:
Q: Find the Normal Stresses experienced by the Steel, Aluminum, and Bronze section of the given body. T...
A:
Q: For the rectangular footing shown in Fig. (4), if B 4 m find: a) Length of footing (L) b) Depth of f...
A: Factored load = 1.2 DL +1.6 LL = 1.2 X 1200 + 1.6 X 800 + 10% of self weight =2864kN Design moment ...
Q: Trusses 1. Find the stresses of FAB, FAC, FBC & FBD- ( 20k 15k 60 60 Ra Rb
A: This question belongs to subject structural analysis. In this question find out stresses in members ...
Q: The size of square footing required to carry a load of 30000 kg-f using Terzaghi's method is 30000 k...
A: We have, we have to find size of square footing required to carry a load of 30000kg-f using terzagh...
Q: A soil sample has a bulk unit weight of 19.8 kN/m3 at a water content of 10%. Don't assume the value...
A: Given: The bulk unit weight is 19.8 kN/m3. The water content is 10%.
Q: ROBLEM 1: Determine the mass of the heaviest uniform bar that can be supported in the position s the...
A: x=1m T=15.5kN
Q: A solid steel rod with (0.1em) diameter is fixed to the vertical surface at point (4), before it is ...
A: To determine the reactions at support A and B'. Given, Diameter of the steel rod (say d) = 0.1 cm ...
Q: Que : A hollow circular shaft of Inner Radius 6 cm and Outer Radius 10 cm and length 200 cm is subje...
A: Given data, Length of the shaft=L = 200cm Angle of twist at free end= 0.01rad Maximum shear angl...
Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
Step by step
Solved in 2 steps with 3 images
- Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesDetermine the maximum load P that can be applied to the lap joint connected bythree – 16 mm diameter rivets. Note: Draw its FBD2. See connection figure below. The rivets is 7/8 in. in diameter. According to the rivert supplier, the allowable stresses for the material are t = 15 ksi and o, = 32 ksi. What is the allowable load of the connection? L4 x 3-1/2 W18 × 86 W24 x 117 Girder BeamWhere is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm A
- A double-row butt joint is used as a connection. It is made up of two 210mm by 12mm cover plates and 210 mm by 20 mm main plate. The plates are to be connected by 22 mm diameter rivets. The allowable stresses are 65 MPa for shear, 83 MPa for tension, and 135 MPa for bearing. Assume that each hole is 3 mm larger than the rivet diameter. Calculate the largest value for P that can be applied without exceeding the allowable stress for tension. o a. 418.3 kN b. 330.8 kN c. 348.6 kN (Ctrl) o d. 265.6 kN PeSelect all zero-force members in the truss shown below. Check the box for zero- force members 3 m 3 m 12 m, 8 @ 1.5 m DE O LK ЕР O HF O BC BM EF OM CD BN LO O DK FI O coA plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are factored, and the uniformly distributed load includes a conservative estimate of the girder weight. Lateral support is provided at the ands and at the load points. Use LRFD for that following: a. Select the, flange and web dimensions so that intermediate stiffeners will he required. Use Fy=50 ksi and a total depth of 50 inches. Bearing stiffeners will be used at the ends and at the load points, but do not proportion them. b. Determine the locations of the intermediate stiffeners, but do not proportion them.
- REVISED PROBLEM: M3 HW 4 4. Six rivets are used in the connection shown in the figure. If both P = 50 kN, what is the minimum diameter P- 50 rivet is necessary so as not to exceed the 70MPA allow shearing stress? What thickness of plate is required so as not to exceed a bearing stress of 140 MPa? 80 mm 80 mm Peso 100 mDetermine the adequacy of the clip angle connection shown. The allowable stresses are 100mpa for shearing. 220 Mpa for bearing, and 140 Mpa for tension for the seat angle and the rivets.figure below4. Six rivets are used in the connection shown in the figure. If both P= 50 kN, what is the minimum diameter P- 50 rivet is necessary so as not to exceed the 70MPA allow shearing stress? What thickness of plate is required so as not to exceed a bearing stress of 140 MPa? 80 mm 80 mm Ps so 100 mm
- Two flat bars loaded in tension by force P are spliced using two rectangular splice plates and two 0.350 in. diameter bolts. Away from the connection, the bars have a width of b = 0.625 in. and a thickness of t = 0.15 in. The bars are made of polyethylene having an ultimate tensile strength of 3200 psi and an ultimate bearing strength of 1500 psi. The bolts are made of nylon that has an ultimate shear strength of 4400 psi. Determine the allowable load P for this connection if a safety factor of 3.7 is required. Consider tension and bearing in the bars and shear in the bolts. Disregard friction between the plates.The built-up section shown below is fastened together by passing two 10 mm diameter rivets through the top and bottom plates into the flanges of the beam. Each rivet will withstand 11.8 kN in shear. Determine the required spacing of the rivets along the length of the beam if it carries a shearing force of 199 kN. 12 mm x 180 mm plates (2) I IPE I 400x180x642.2 steel 10 mm rivetsA rigid bar AC is supported pinned supported at A and bar DB at B. See typical bolt connection detail. A concentrated weight, denoted as W is attached at the end of the rigid bar. L1 = 2.6 m L2 = 2.1 m H= 1.2 m W= 14 KN What is the required diameter of the bolt (in mm) at connection B given the allowable shearing stress to be 40 MPa ? Consider single shear. L1 L2 A B C H D इस W CONNECTION AT B