Example (5.3): Find the maximum tensile and compressive stresses for the beam shown in Figure (5.6). 10 KN 2 KN/m 100 mm S0 mm 2m S.E.D (KN) Solution: -10 -14 BM.D(KN.m
Q: Determine the maximum shearing stress and bending stress for the beam loading shown. Box your…
A:
Q: SITUATION. The cable of a suspension bridge shown in the figure below runs over a tric pulley on the…
A: It is given that :
Q: Refer to the figure below.The square steel tube carries 100kN of axial compressive force. Compute…
A:
Q: A prismatic cantilever prestressed concrete beam of span length, L = 1.5 m has one straight tendon…
A: Given- Span Length L=1.5 mPrestressing force Po=50 kNdc=50 mmb=200 mmd=300 mmP=5 kNResultant stress…
Q: /m
A:
Q: A simply.supported beam 4 m long has a cross section shown. Determine the maximum uniformly…
A:
Q: The channel beam with b= 300 mm, h=150 mm, and constant thickness of t=15 mm is subjected to a shear…
A: Given: The value of b is 300 mm. The value of h is 150 mm. The value of t is 15 mm. The shear force…
Q: A cantilever beam AB, loaded by a uniform load and a concentrated load, is constructed of a channel…
A:
Q: Two plates each 25 mm thick and 130 mm wide are fastened by three 20 mm diameter rivets. Assume that…
A: P=70kN Number of rivet =3
Q: Q2: Calculate maximum tensile and compressive stresses and draw bending stresses along the depth of…
A:
Q: The boom shown has a negligible weight and supports the 1000 N load A B 60° 1000 N • Find the…
A:
Q: A beam having a span of 4m is subjected to a maximum shear of 20 kN. It has a triangular cross -…
A:
Q: Using an allowable shearing stress of 50 MPa, design a solid steel shaft to transmit 15 kW at a…
A:
Q: A cast-iron beam 10 m long and supported as shown, carries a uniformly distributed load of intensity…
A: A uniformly distributed load is a load that is separated across the whole member of an element such…
Q: 12 kN • m •m C D B W250 X 80 -1.2 m--1.6 m- t-1.2 m-
A:
Q: Situation 2. A 4m cantilever beam has a live load of 50 kN at its free end. A. . Draw the shear…
A:
Q: A hollow rod has an outside diameter of 125mm and inside diameter of 75mm is 3.2m long. G = 77 MPa…
A:
Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…
A:
Q: Required information For the beam and loading shown, consider section n-n. It is given that P= 226…
A: It is required to find the shearing stress at point b in beam section.
Q: PROBLEM 2: The assembly in figure 2 shows four gears ABCD, a hollow shaft BC with inner and outer…
A:
Q: SITUATION. The cable of a suspension bridge shown in the figure below runs over a frictionless…
A: given data w = 160 kN/m permissible working stress= 800 MPa Unit weight of concrete is 23.4 kN/m3.…
Q: A 5-m STEEL SHAFT ROTATING AT 2Hz HAS 70 KW APPLIED AT GEAR THAT IS 2m FROM THE LEFT END WHERE 20 KW…
A: It is asked to calculate Shaft Diameter and angle by which one of the shafts lags behind the other…
Q: distributed
A:
Q: Compute the combined stress. P = 11 KN 1.5m 16KN P = 11 kN 3m L = 6m 1.5m 16KN b=50mm d=100mm
A:
Q: Q1/ The channel section shown below is simply supported over a span of 5 m and carries a uniformly…
A: Shearing Stress is defined as a type of stress that acts coplanar with a cross-section of material.…
Q: 10 kN 400 mm w, kN/m 2 m 150 mm
A:
Q: Compute the combined stress. P = 11 KN 1.5m 16KN P = 11 KN 3m L = 6m 1.5m 16KN b=50mm d=100mm
A:
Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…
A:
Q: A wide flange beam with dimension of: bf = 400 d = 500 tw = 12 tf = 18mm C is subjected to a V =…
A:
Q: 2. Calculate the internal resultant loadings at point C. 15 kN/m 8 kNm |B Al C 3 m -3 m
A: Draw the free-body diagram of the beam. Write the equilibrium equation for the sum of the vertical…
Q: - A 50-mm diameter bar is used as a simply supported beam 3 m long. Determine the largest uniformly…
A: D=50mm =0.05m Stress=50MPa To find intensity of uniformly distributed load
Q: For the beam and loading condition, consider section n-n and determine (a) The largest stress in the…
A: Given data:
Q: A simply supported wood beam AB with span length L = 3.5 m carries a uniform load of intensity q =…
A: Given data in question UDL Span member length Cross section To find out Maximum flexural stress
Q: 5.2 The L-span cantilever beam in the figure carries a uniformly distributed load qo. Find the…
A:
Q: The internal shear force Vat a certain section of a steel beam is 75 kips. If the beam has a cross…
A:
Q: SITUATION. The cable of a suspension bridge shown in the figure below runs over a frictionless…
A:
Q: 2. What maximum shearing stress developed in a 4.5 -meter hollow steel shaft that has an outer…
A:
Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…
A:
Q: 200 mm, t - 12 mm, and t, - 10 mm. Calculate the largest intensity of distributed load wo that can…
A:
Q: The shear diagram for a beam is given below. 30 kN 25 kN -10 kN - 20 kN T3ーt te m- 2.5 m: What is…
A:
Q: For the beam with the given section and subjected to the loading shown below, determine the maximum…
A:
Q: Block ABCD accepts two centralized loads such as depicted. It is known that the cross-section of the…
A: First draw the shear force and bending moment diagram. Then assess the value of maximum BM and SF…
Q: SITUATION. The cable of a suspension bridge shown in the figure below runs over a frictionless…
A: Given that :
Q: Q 3. A rigid beam AB is 5.5 m long, hinged at point A and supported by two pipes at C and D as shown…
A:
Q: Calculate the maximum shear stress max in the web of the T-beam shown in the figure if b = 10 in., t…
A: Given Data: b=10 in t=0.5 in h=7 in h1=6.2 in V=5300 lb It is asked to Calculate maximum shear…
Q: Jonraw the shear Stress distribution diagram for the I-section beam with Lequal flanges shown in…
A:
Q: SITUATION 11: A hollow pipe whose outer diameter is 400 mm and thickness is 2.5 mm.is subjected to…
A: do=400mm t=2.5mm di=395mm
Q: An overhanged beam ABC subjected uniform load of intensity q = 3.2 kN/m for the cross section…
A: procedure to calculate the bending stresses: Locate the centroid about the Y-axis. Find the moment…
Q: 2.5P 1.5P 30 E 4m 45 A B.
A:
Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…
A: w1 = 32kn/m w2 = 24kn/m
Trending now
This is a popular solution!
Step by step
Solved in 4 steps with 3 images
- 20MPA a In Figure , according to the stress condition of a stack of I-section beam. (30Mpa is the shear stress value.) 30MPA I- 40MPа 1-)Calculate the principal stresses, location and angle. A 2-)Calculate the stress components that will affect the plane in a section a-a that makes a 300 angle shown in the figure.4 - For the beam loading configuration and cross-section shown below, what is the maximum allowable load P given that the maximum allowable stress (in tension and compression) is 120 MPa? PO Р 1.6m PN ż 0.8m 0.8m P80 1.6m Р 30 30 T 10 dimensions in mm beam cross-section (same as problem 3, but inverted)Q1/ The 15-mm diameter steel bolt is screwed tightly into a block at A. Suppose that the couple forces F causes the ends of the wrench to be displaced 3 mm, determine the maximum shear stress in the bolt. Assume that the wrench is rigid and modulus of rigidity of steel is 75 GPa. 150 mm i50 mm mni
- Determine the principal stresses. Show all results on complete sketches of differential elements. (input the Maximum Principal Stress in the answer box) ox- 65 ksi, ay - 89 ksi, Dxy - 58 ksiQ2. Design a rivet that is utilized in a double riveted butt joint which connects two 12 mm thick plates. The efficiency of riveting joint is 80% and the pitch is 80 mm. If the allowable stresses for the plate material are (tensile stress o 100 MPa, shear stress - 75 MPa, bearing stress oc= 180 MPa) and for the rivet material are (tensile stress o-120 MPa, shear stress T-90 MPa, bearing stress 6 = 200 MPa), use F.S. = 1.Homework: A helica) cast steel with 3. helix angle has to tanmiz 35 KW at 1500 YPu. Gear has 24 teeth, 2 full depth. Tha Static Stress for Cast Steel maybe taken as 56 Mpa.. The width. of face may be talcen as 8 time) th module. Assum e : Cs =l, Ep=E= Ges=300 HPa , be =60 MPa, Calculate: WA, WNm, b, VR, = 200G Pa C=40.
- EYA 98 B/s docs.google.com/forms 100 Papertine J MA Papertine Papertine 45 - ls- das #2: For the Simply supa ted beam having the Sechin Shown and londed partially, Find: 1. Draw the bending moment diagram ? 2. Find the value of the maximum bendig moment Mmak 3. Find the value f the maximum bending stress Vmax ال لعة البطم رات المطع الو ضع المكل والحملة ۱. أسم الر البان لعن اوكماو : Mmax sls! e de i ană fic أوجه تعة أ على إ دإما کے ļ Umax KN/m - 20 Cm 4 1 m. 2 m. 1 m. Neutral 40 cm Axis Beam (AB) Beam Cross- Section ت إضافة ملفThe light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P 20 KN is applied. Shool E-200 GPa A-600mm- L-1 m 2.0 m 0.6 m 1.5 m D. VP-20 KN Aluminum E-70 GPa A-900mm L-1.5 m What is the axial deformation of steel rod in mm?Calculate the shear stress in MPa at section B A 100 mm F-10EN 10 mm
- Q4) A cast iron beam is of I – section as shown in Figure (3). The beam is simply supported on a span of 5 m. If the tensile stress is not to exceed 20 N/mm2, find the safe uniformly load which the beam can carry. Find also the maximum compressive stress. I 80 mm- 20 mm 3 169.34 mm 200 mm 2) 20 mm A 90.66 mm 40 mm 100 mm Figure (3)Example 2-1 Compute the allowable bending stress (ASD) for a beam shown, subjected to a bending moment of 34kN.m, then find the moment that induces first cracking if f =35MPa and E, is 200GPa. a. Use accurate method. b. Use the simplified method (approximate). 4-025mm 300 F 390 ↑ 450mA plate with width of 300mm and thickness of 20mm is to be connected between two plates 12mm thick with same width by 4-25mm diameter rivets a shown. The rivet holes have a diameter 2mm larger than the rivet diameter. The plate is A36 steel with yield strength Fy=248 Mpa and Fu-400MPa. The rivets have nominal shear stress capacity of 165MPa. O 803 O 1490 • Determine maximum load (P1) that can be applied without exceeding design tensile stress in plates (consider yielding and rupture of plates ONLY) in KN O 1180 O 1340 ο ο ο ο ο P3 O 1968 O 590 O 670 O 893 O 707 OO 150 O 1180 P1 P2