From distace x = 0 to x = 5m, the slope of the shear diagram is equal to 10 KN/m. The change in shear between these two points is equal to * 50KN O 10KN 5KN none of the above
Q: A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P = ql. C…
A:
Q: The bracket shown is welded by an E70 electrodes fillet weld and is subjected to a factored load…
A:
Q: m Problem 6: The top wall moves with velocity Vtop = 1" and the bottom wall is S stationary. Inside…
A: Two walls are there in the question as per the question top walls move with a certain velocity while…
Q: A dam is triangular in cross section with the upstream vertical. Water is flushed at the top. The…
A:
Q: A 435-lb block is resting on a rough horizontal surface for which the coefficient of friction is…
A:
Q: What concetrated load can be carried by a 250 x 250 mm beam if the length is 2000 mm and the modulus…
A:
Q: Find the centroid of given composite figure. Set- up the reference axis on the lower left corner.…
A:
Q: This type of utilized analysis when involves an analysis must be performed materials go displacement…
A:
Q: 2) DISCHARGE BY VELOCITY-AREA METHOD. At a certain section of e river the left and right water edges…
A:
Q: Topic : Removal of Azo Dyes in Wastewater Using Bubble Treatment
A: Wastewater treatment is the process of removing impurities from wastewater and converting it into an…
Q: Determine the acceleration of the bodies. coeff fr= 0.10 100 lb 200 lb
A: Given Coefficient of friction= 0.10
Q: A boat in rectangular shape has the following dimension: 5m long, 8m wide, and 5m deep.- It is…
A:
Q: The moisture content of a soil at which the moisture is no longer available in sufficient quantity…
A: The moisture content of a soll at which the moisture is no longer available in sufficient quantity…
Q: A 435-lb block is resting on a rough horizontal surface for which the coefficient of friction is…
A:
Q: From the beam shown below, the location of the hinge and roller supports are at 0 and 6 m…
A: L = 10m
Q: Determine the concentrated load at midspan that can be added if the uniformly distributed load ω is…
A: Answer We are given Allowable bending stress for tension = 80 Mpa Allowable bending stress for…
Q: How do you respond to a flashflood that is fast approaching in your area? A have a plan to protect…
A: (E) is the correct answer. Flash Floods are sudden floods that are caused due to number of events.…
Q: DISCHARGE BY VELOCITY-AREA METHOD. At a certain section of the river the left and right water edges…
A:
Q: A sample material with circular cross-section tapers uniformly. Over a gauge length of 200mm, it…
A:
Q: A 70-kg person paradropped from an airplane at 22000 ft. Given that the air drag that he will…
A: At terminal velocity the force on the body is zero and it moves with a constant velocity.
Q: A trapezoidal masonry dam with vertical upstreamn face is 7 m high, 2 m at the top and 4 m wide at…
A: Given; B=3 m H= 6 m μ=0.8 Weight of concrete= 23.5 KN/m3
Q: W1. 2400 mm 600 mm 900 mm F
A:
Q: raing ryexp com, verage nhual lary of a civil engineer in the Philippines is Php488400. If money is…
A: Given : Average annual salary = Php488400 6% Money worth per year Working period = 40 years
Q: A torque of 800 N-m is applied to a tube with the rectangular cross sectionshown in the figure.…
A:
Q: A pumping test was carried out in a soil bed of thickness 20m and the following measurements were…
A:
Q: uzzle velocity of 150 m/sec. directed upward at 60o with the horizontal. Determine the a) total time…
A:
Q: If no Geotechnical data is available for a building to be constructed in Iba, Zambales, the soil…
A:
Q: Compute the nominal compressive strength of a HSS 10 x 8 x 3/16. The length is 3.7m with one end…
A:
Q: The state of stresses at a given point in a material is shown in the figure below together with…
A: To determine the Mohr circle for the given condition
Q: PROBLEM 3 SLOPE-AREA METHOD During a flood flow the depth of water in a 12 m wide rectangular…
A:
Q: Block C descends with constant velocity. WA and wB: 25 N Coeff friction of each block: 0.35 Find (a)…
A:
Q: From
A:
Q: 2. For the system shown below, compute the maximum torque it can accommodate if a is 2000mm and b is…
A:
Q: 15.1Assuming that only CaSO3 is produced, calculate the daily production rate (in tons/day) of a…
A:
Q: K 5 m G 40 kN 40 kN 40 kN 40 kN 40 kN -6 at 5 m 30 m- (Ans: Fcj=28.28kN (C); Fij=160kN(C) ;…
A:
Q: MAKE AN ORIGINAL PROBLEM SOLVING (QUESTION AND SOLUTION) REGARDING HORIZONTAL AND VERTICAL ANGLES IN…
A: numerical are based on WCB (whole circle bearing) or horizontal angle & vertical angle
Q: A simple curve has an external distance of 11.28 m and a middle ordinate of 10.54 m. The tangents…
A: Given: The external distance is 11.28 m. The middle ordinate is 10.54 m. The station at V is…
Q: eristics: h= (10C 50, 300, 340)g
A:
Q: From the given leveling notes, compute the elevation of BM2 ELEVATION OF BM1 IS EQUAL TO 149.20
A:
Q: moisture content of a soil at which the moisture is no longer available in suff field capacity…
A:
Q: In Horton’s infiltration equation fitted to data from a soil, the initial infiltration capacity is…
A: Given data in question Hortons equation Initial infiltration capacity Final infiltration capacity…
Q: raw shear force and bending momentdiagram for beam below 100 KN/m M = 1200 kN.m %3D A 2 m 4 m Im' 1m
A:
Q: The distance between center of gravity and center of pressure on a submerged gate is decreasing as…
A: step 1-
Q: The steel composite section consists of a 900x50 mm thick steel plate which is placed on the top…
A:
Q: Which formula can be used to estimate the Book Value?
A:
Q: Problem 1: Determine the magnitude of the resultant force per meter length acting on the…
A:
Q: The basin area has 8000 m^2, annual precipitation = 20 in/yr, annual streamflow = 5000 cfs. Use…
A: The values given in the question are as follows: Area of the basin(A)=8000 mi2 or 223027200000 ft2…
Q: Q.10 Athin cylindrical tube closed at ends is subjected to internal pressure. A torque is also…
A:
Q: Determine the force (P) required to prevent block from moving, given that us = 0.39 and uk = 0.29.…
A:
Q: boloid in meters when its rotatin
A:
Step by step
Solved in 2 steps with 2 images
- SHEAR STRESS 2 If the T-beam is subjected to a vertical shear of V = 60 kN, determine the maximum shear stress in the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch the variation of the shear-stress intensity over the entire cross section. VQ TRỊ = It 100 mm (60 kN)Q 100 mm 75 mm 100 mm I(300) B' VQ TB = VQ 150 mm It I(100) A V = 60 kNSHEAR STRESS 2 If the T-beam is subjected to a vertical shear of V = 60 kN, determine the maximum shear stress in the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch the variation of the shear-stress intensity over the entire cross section. VQ TBI = It (60 kN)Q 100 mm 100 mm 75 mm 100 mm I(300) B' VQ TR = It VQ B 150 mm I(100) V = 60 kN1. If the T-beam is subjected to a vertical shear of V = 12kip, determine the maximum shear stressin the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch thevariation of the shear-stress intensity over the entire cross-section.
- 1 Question 3: 2 The 60 mm diameter solid shaft is subjected to the distributed and concentrated torsional loadings 3 shown. Determine the absolute maximum and minimun shear stresses on the outer surface of the 4 shaft and specify their locations, measured from the fixed end A. Take: AA = 1.55 BB = 0.85 8. CC = 1205 kN / m 2 kN-m/m 9 10 11 AA m CC Nm 12 B. 13 вB m 14 15 16 Solution: 17 18 Te CC N.m 19 20 TAB 21 22 CC Nm Zooox N.m 23 24 25 26 CC N.m 27 28 The internal torque for segment BC is Constant T = cc NmHowever, 29 the internal for segment AB varies with x, 30 T- 2000 x+ AA = 0; T = (2000 x-cC) Nm 31 The minimum shear stress occurs when the internal torque is zero in segment AB. 32 By setting T = 0 33 0 = (2000 x -C; Ans 34 35 And 36 d = AA - x = Ans 37 Ans 38 39 The maximum shear stress occurs when the internal torque is the greatest. This 40 occurs at fixed support A where 41 d = Ans m 42 At this location, 43 (T . = 2000 AA-cc = 44 45 The polar moment of inertia of the rod is…150 MM Q1/ 30 ММ 60 MM IF: N.A I= 27 * 10° mmª 120 MM V= 19.5 KN Determine the maximum and minimum shearing stress of the beam shown depending on the area under the taken layer during 30 ММ calculation .40KN/m 4.5m 7.5m 21 B 1 E=20000MPa 1-1.61x10^6 sqmm Analyze the structure using Consistent Deformation Method. Draw Shear and Moment Diagram (SHOW COMPLETE SOLUTION)
- Determine the maximum bending and shearing stresses developed in the beam 6. A simply supported beam and its cross-section is shown in the figure. a- Draw the complete shearing force and bending moment diagrams. b- Determine the value of the side of the square (a) if the safe bending stress in the material is 100 MN/m2. c- Determine the maximum shearing stress in a section 1.3 m from А. 10KN/m 15KN.m a a A a 2m 2.5m 5m Cross section B.2:37 6.00 KB/S A 2M 3M B Problem 2: A rigid block of negligible mass is supported by three symmetrically spaced rods as shown. Each copper rod has an area of 900mm2 and E=120GPA, and the allowable stress is 70MPa. The steel rod has an area of 1200mm2, E=200GPA and the allowable stress is 140MPA. Determine the largest load P which can be supported. Your answer Figure for Problem 2 STEEL 24OMM COPPER COPPER 16OMM 16OMM --Problem 6: For the beam illustrated in the figure, find the locations and magnitudes of the maximum ten- sile bending stress due to M and the maximum shear stress due to V. Dunblom 7. 1.5 kN 0.6 m 2 kN/m A 40-mm-dia. shaft
- The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of ?????? = 250 MPa and an allowable shear stress of ?????? = 100 MPa. a) Determine the distance to the neutral axis (?̅), second moment of area (?), and the section modulus (?) of the cross-section.b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P.c) Determine the maximum value of P such that bending failure will not occur.d) Determine the maximum value of P such that shear failure will not occur.e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?2. The cross section of a beam is shown. The shear force V found from a shear diagram acting on the section is 51 kips. Determine the transverse shear stress at: a) The centroidal axis 3.5" HOLE 12"P1 Determine the maximum shear stress in the T-beam at section C. Show the result on a volume element at this point. 10 kN/m 3 m- -1.5 m--1.5 m- 150 mm 150'mm 30 mm |30 mm