5.5-4 A simply supported wood beam AB with a span length L = 4 m carries a uniform load of inten- sity q = 5.8 kN/m (see figure). (a) Calculate the maximum bending stress o max due to the load q if the beam has a rectangular cross section with width b = 140 mm and height h = 240 mm. %3D (b) Repeat part (a) but use the trapezoidal distrib- uted load shown in the figure part b.
Q: Air at a temperature of 40∘C flows through the duct at A with a velocity of 1.5 m/s . ρair = 1.127…
A:
Q: A 0.05KN ball is placed on a vertical circle whose length of the cord is 1.80 m. Compute the height…
A:
Q: The boy of mass 42 kg is sliding down the spiral slide at a constant speed such that his position,…
A:
Q: wind tunnel nozzie consists of a smooth contraction from Az = 0.2 m². The outlet velocity is Uz =40…
A: Draw the diagram- Given -A1=0.6m2A2=0.2 m2V2=40 m/sP2=101.6 kPaP=1.225 kg/m3(constant due to in…
Q: 3- Air compressor is required to deal with atmospheric air at (105kPa) and (300K). the temperature…
A: Given:Patm=105 kPaTatm=300 KT1=20°CP1=100 kPaP2=750 kPaPV1.25=C
Q: The production well of a typical geothermal power plant is at 230°C saturated liquid and ground…
A:
Q: expression p = K(x - x) where x is in cm and k in mV-cm. a. Find the divergence of p for k=1/2…
A:
Q: The 700 N skier is schussing on a 25° slope. At the instant shown, he is moving at 20 m/s. The…
A:
Q: A solid circular shaff is acted upon by the torques as shown. If G= 12, 000 ksi determine: a.…
A:
Q: analytical and graphical solution of the forces
A: Given BA=5.755kN strut, this means it is -ve CA=4.317kN tie
Q: Two kg of oxygen fills the cylinder of a piston–cylinder assembly. The initial volume and pressure…
A:
Q: Part A Morse Industrial manufactures the speed reducer shown in (Figure 1) A motor drives the gear…
A:
Q: The pressure after the pump in a 6-inch inside smooth pipe conducting water is 20 psia. The water is…
A:
Q: 2. Bar AB is rotating in the counterclockwise direction at 5 rad/s. The disk rolls on the horizontal…
A:
Q: QI/The top surface of the passenger car of a train moving at a velocity of 70 km/h is 2.8 m wide and…
A: Given data: v=70 km/h=19.44 m/sqrad=200 W/m2L=8 mT∞=30°C Need to determine the equilibrium…
Q: Problems: 2-1 For the figure shown, below, V = 2.5 n/s in the direction shown 1) Make scaled drawing…
A:
Q: 9. A titanium bar 9.4mm in diameter with a gauge length of 50mm is pulled in tension to failure.…
A:
Q: A 2-in water jet with a velocity of 130 fps strikes a single vane moving in the same direction of…
A: Given: Jet diameter, d = 2 in = 2in1 ft12 in = 16ft Jet Velocity, V=130 fps Vane velocity, u=50 fps…
Q: In the figure shown, If v=700 mm/s, solve for the (a) velocity (in m/h) of D and (b) the angular…
A:
Q: Air at 1.7 atm gauge and l5°C enters a horizontal 75-mm steel pipe that is 70 m long. The velocity…
A:
Q: Steam is at 100 bar, 400°C. Determine its specific volume by use of Am (a) by using perfect gas…
A:
Q: BADLY NEED IN 1HR PLS. THANKS. The 60kg weight of the man is being supported by the ski. If the snow…
A:
Q: Exercise 1.3. Extend the upper bound on the number of collisions to a wedge convex inside; see…
A: Turning a key in a lock is a recognizable encounter. Envision a "key" that is a chamber with curved…
Q: ᴀ ꜱᴜᴘᴘʟʏ ᴛᴀɴᴋ ʜᴀᴠɪɴɢ 14ᴍ ʟᴏɴɢ ᴀɴᴅ 1.7ᴍ ᴅɪᴀᴍᴇᴛᴇʀ ɪꜱ ᴜꜱᴇᴅ ᴛᴏ ꜱᴛᴏʀᴇ ꜰᴜᴇʟ ᴏɪʟ ᴡɪᴛʜ 34° ᴀᴘɪ ᴀᴛ 110 °ᴄ. ɪꜰ…
A:
Q: specific culling pressure
A: Given; Turning was performed using 2 mm=depth of cut 0.1 mm/rev= feed rateWhere, The main cutting…
Q: 2. で+5) is bimagination (Wi-Wa) +) Cos (W,+We)+ 1) Cos 2. 2. Real purte Relei(aray Releit, t) ot…
A: given; find real part of function ei*ω1-ω2t/2*ei*ω1+ω2t/2
Q: 0.6 m 1 m 1200 N.m d,= 30 mm- B A 800 N.m d, = 60 mm Figure 4 c) Consider a shaft in Figure 4 is a…
A:
Q: A fluid is weighted in a laboratory. It is found that 6 LITERS of the fluid weight 37 N. What is the…
A: Given:Volume of the fluid, V=6 liters or 0.006 m3fluid weight, w=37 N
Q: Please explain why: *A hot coffee in an open cup is an example of open system *Sealed pressure…
A:
Q: A 3/4-in. horizontal steel bar loaded at constant tension and welded to a vertical support is shown…
A: WELDING SYMBOL: It indicates the the complete welding for the joint design that is bevel weld symbol…
Q: Select the lightest W shape that will act as a column 8 m long with hinged ends and support an axial…
A: Given Load, F = 270 kN Stress = 200 MPa Length, L = 8 m Find Lightest W shape
Q: Water at 20∘C flows through the 20-mm-diameter galvanized iron pipe such that it discharges at C…
A:
Q: Describe the mechanism of heat loss in the following scenarios. a. A jacketed tank containing tomato…
A: Heat Loss in which scenarios
Q: If the system is released from rest, determine the speeds of both masses after B has moved 1.7 m.…
A:
Q: The ball rolls without slipping on the fixed surface as shown. What is the direction of the velocity…
A: We know that velocity vector is always tangent to the point. As it rolls without slipping hence…
Q: A spherical helium balloon, 3.05 ft in diameter, at ambient T and P, 59ºF and 14.5 psia…
A: Givend=3.05ft=0.92964 mP=14.5psi=100 kPaT=59oF=(59°F − 32) × 5/9 + 273.15 = 288.15K
Q: the bracket must support the four forces shown in figure. the magnitude of the resultant force is: F…
A:
Q: A particle moves along the x-axis such that its coordinates (x) varies with time (t) according to…
A:
Q: A gas turbine cycle with a stage of reheat and regeneration operates under the conditions given…
A: Increasing the enthalpy of the fluid entering the gas turbine and extending its expansion to the…
Q: For an aluminum structure with a fillet radius of 0.07-in, the ultimate tensile strength is 60 ksi.…
A: Givenr=0.07inσult=60ksiq=0.8kt=2.1
Q: Consider the planar 2-link manipulator shown below. Derive the dynamic equations governing the…
A: according to the given diagram
Q: Get the shear and moment function and draw the shear and moment diagram for the beam. If the lower…
A:
Q: Which one of the following instruments is widel used to check and calibrate geometric features of…
A: Which one of the following instruments are widely used to check and calibrate geometric features…
Q: total external force on the Batwing (including its weight) at t = 6 s?
A:
Q: Blocks A and B are released from rest in the position shown. Neglecting friction, the normal force…
A:
Q: A) Draw a Free Body Diagram of the ABC bar. B) Draw a Free Body Diagram of the CDE piece. C)…
A: According to the details provided in the question, we need to find F.B.D. of the ABC and CDE part…
Q: Determine the force in cable AB and support C.
A:
Q: 1.omm. 160m 40 תIeom 40
A: Note: As per the guidelines of the company, answers of first three subparts are provided. For…
Q: In the figure shown, I=155mm, b=55mm and wAB=1100rpm (clockwise) Solve for (a) the velocity(m/s) of…
A:
Q: What is the pressure ratio of the High-Pressure turbine operating at cruise? Given data: Mach…
A: The process of increasing the pressure of air, gas or vapor by reducing its volume is known as…
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 1 images
- A cantilever beam AB of length L = 6.5 ft supports a trapezoidal distributed load of peak intensity 4, and minimum intensity q/2tthat includes the weight of the beam (see figure). The beam is a steel W 12 × 14 wide-flange shape (see Table F-l(a), Appendix F). Calculate the maximum permissible load q based upon (a) an allowable bending stress eallow = 18 ksi and (b) an allowable shear stress eallow = 7,5 ksi. Note: Obtain the moment of inertia and section modulus of the beam from Table F-l(a).A steel beam ABC is simply supported at A and fiand has an overhang BC of length L = 150 mm (see figure). The beam supports a uniform load of intensity q = 4,0 kN/m over its entire span AB and l.5g over BC. The cross section of the beam is rectangular with width h and height 2b. The allowable bending stress in the steel iso"a|]ûW = 60 MPa, and its weight density is y = 77.0 kN/m . Disregarding the weight of the beam, calculate the required width b of the rectangular cross section. Taking into account the weight of the beam, calculate the required width b.A wood beam 8 in. wide and 12 in. deep (nominal dimensions) is reinforced on top and bottom by 0,25-in.-thick steel plates (see figure part a), (a) Find the allowable bending moment A/max about the z axis if the allowable stress in the wood is 1100 psi and in the steel is 15,000 psi, (Assume that the ratio of the moduli of elasticity of steel and wood is 20.) (b) Compare the moment capacity of the beam in part a with that shown in the figure part b which has two 4 in. × 12 in, joists (nominal dimensions) attached to a 1/4 in, × 11.0 in, steel plate.
- A uniformly loaded, steel wide-flange beam with simple supports (see figure) has a downward deflection of 10 mm at the midpoint and angles of rotation equal to 0.01 radians at the ends. Calculate the height h of the beam if the maximum bending stress is 90 MPa and the modulus of elasticity is 200 GPa, (Use the formulas of Example 9-L)A beam with a guided support and 10-ft span supports a distributed load of intensity q = 660 lb/ft over its first half (see figure part a) and a moment Mq = 300 ft-lb at joint B. The beam consists of a wood member (nominal dimensions 6 in. x 12 in. and actual dimensions 5.5 in. x 11.5 in. in cross section, as shown in the figure part b) that is reinforced by 0.25-in.-thick steel plates on top and bottom. The moduli of elasticity for the steel and wood are £s = 30 X 106 psi and £"w = 1.5 X 106 psi, respectively. Calculate the maximum bending stresses trs in the steel plates and rw in the wood member due to the applied loads. If the allowable bending stress in the steel plates is = 14,000 psi and that in the wood is (T.dV!= 900 psi, find qmiiX. (Assume that the moment at .fi, A/0, remains at 300 ft-lb.) If q = 660 lb/ft and allowable stress values in part (b) apply, what is Müm^ at B?A beam with a channel section is subjected to a bending moment M having its vector at an angle 0 to the 2 axis (see figure). Determine the orientation of the neutral axis and calculate the maximum tensile stress et and maximum compressive stress ecin the beam. Use the following data: C 8 × 11.5 section, M = 20 kip-in., tan0=l/3. See Table F-3(a) of Appendix F for the dimensions and properties of the channel section.
- -1 through 5.10-6 A wide-flange beam (see figure) is subjected to a shear force V. Using the dimensions of the cross section, calculate the moment of inertia and then determine the following quantities: The maximum shear stress tinixin the web. The minimum shear stress rmin in the web. The average shear stress raver (obtained by dividing the shear force by the area of the web) and the ratio i^/t^ The shear force carried in the web and the ratio K b/K. Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. 5.10-2 Dimensions of cross section: b = 180 mm, v = 12 mm, h = 420 mm, i = 380 mm, and V = 125 kN.A hollow box beam with height h = 9.5 in., inside height/i, = 8.0 in., width? = 5,25 in., and inside width =4.5 in. is shown in the figure. Assuming that the beam is constructed of steel with yield stress ty= 42 ksi calculate the yield moment My, plastic moment MPand shape factor f.-1 through 5.10-6 A wide-flange beam (see figure) is subjected to a shear force V. Using the dimensions of the cross section, calculate the moment of inertia and then determine the following quantities: The maximum shear stress tinixin the web. The minimum shear stress rmin in the web. The average shear stress raver (obtained by dividing the shear force by the area of the web) and the ratio i^/t^. The shear force i^/t^ carried in the web and the ratio V^tV. Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. 5.10-6 Dimensions of cross section: b = 120 mm, a = 7 mm, h = 350 mm, hx= 330 mm, and K=60kN.
- A propped cantilever beam of length L = 54 in. with a sliding support supports a uniform load of intensity q (see figure). The beam is made of steel {<7y = 36 ksi) and has a rectangular cross section of width/) = 4.5 in. and height h = 6.0 in. What load intensity q will produce a fully plastic condition in the beam?Cantilever beam AB carries an upward uniform load of intensity q1from x = 0 to L/2 (see Fig. a) and a downward uniform load of intensity q from x = L/2 to L. Find q1in terms of q if the resulting moment at A is zero. Draw V and M diagrams for the case of both q and qtas applied loadings. Repeat part (a) for the case of an upward triangularly distributed load with peak intensity q0(see Fig. b). For part (b), find q0, instead of q1A propped cantilever beam A BC (see figure) has a shear release just right of the mid-span. (a) Select the most economical wood beam from the table in Appendix G; assume4 = 55 lb/ft, L = 16 ft, o~aw= 1750 psi, and raw= 375 psi. Include the self-weight of the beam in your design. (b) If a C 10 x 25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q? Assume üi = 16 ksi and L = 10 ft. Include the self-weight of the beam in your analysis.