block A and the horizontal surface, determine (a) the acceleration of each block, (b) the tension in the cable.
Q: The frame (Figure 1) has dimensions H, =4 m, H =3 m and L =6 m, and supports two lateral loats P-10…
A:
Q: Under cruising conditions, the distributed load acting on the wing of a small airplane has the…
A: The given loading can be considered on a cantilever beam having one end fixed and other end free.…
Q: Determine the Internal Shear and Moment at point C of the Beam shown. w = 5 kips/ft D A B В 4' – 9'-…
A:
Q: the rectangular beam having a dimension of b= 320mm, h=460mm with 4pcs-28mm diameter reinforcing…
A:
Q: coblem 2 Design of Shear Members cantilever beam has a span of 3 m. The beam carries a uniform se…
A: a) Maximum shear force at the support = w*L/2 + P/2 = 22*3/2 + P/2 = (33+0.5*P) kN. Ordinarily we…
Q: Problem 1. A 6m simply supported beam with end supports carries a dead load of 25 k N/m (excluding…
A:
Q: Prob.1 A rectangular beam, 100 mm wide by 400 mm deap, is pinned at A, supported by a cable CD, and…
A: Given:- The width of the beam = 100 mm The depth of the beam = 400 mm A beam is pinned supported…
Q: Design a corbel to carry a load of 300 kN at a distance of 200 mm from the face of a 350 mni x 500…
A:
Q: How can you use green technology as a future engineer to address present environmental issues such…
A:
Q: On the upstream side of a hydraulic jump, the Froude number and the depth of flow are 12 and 0.5 m,…
A: Hydraulic jump A hydraulic jump is a phenomenon that occurs regularly in open channel flow, such as…
Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…
A:
Q: A stepped shaft ACB having solid circular cross sections with two different diameters is held…
A:
Q: Is it necessary to handle properly our aggregates prior to construction? If yes, how will it be…
A: Yes , it necessary to handle properly aggregate prior to construction. It is handled by : *…
Q: A 1 ft3 liquid has a mass of 70 lbs. Determine the density of the liquid. Calculate the…
A:
Q: K = 1 kN/mm L4 A 1 m→ 2m- 3 kN
A:
Q: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Determine the…
A:
Q: you collect a 1-liter sample of water from a river and perform a BOd test in the lab. at the…
A:
Q: Calculate Maximum Deflection for Beam 4 Use E = 25 GPa The section B4 is 200mm x 350mm Total DL =…
A: Assuming B4 t be simply supported. L of B4 = 5.5m = 5500mm E = 25 Gpa = 25000 N/mm2 b = 200mm d =…
Q: ne ground surface in the following cases: a. If the water table is at the ground level. b. If the…
A: Solution: a) Depth (m) σ (Kpa) u(Kpa) σ'(Kpa) 0 0 0 0 5 5 x 20.9 = 104.5 5 x 9.81 = 49.05…
Q: Question 3 A compound beam is connected by a pin at B, and a pin in a slot at C, and loaded as…
A:
Q: Given in the tabulation below are the observed forward and backward bearings of an open compass…
A: Forward and backward bearings are alternate interior angles. So in magnitude it should be equal.…
Q: Compute for the vertical deflection at point C and support B using Double Integration Method. EI is…
A:
Q: Q2) The state of plane stress at a point can be described by a known tensile stress O-70 MPa, an…
A: Given: The tensile stress along the x-axis is 70 MPa. The in-plane shear stress is 78 MPa. The…
Q: nal Reaction at Point C. ent Reaction at Point C. hal Reaction at Point D. + 300 mm→ |A 600 N 300 mm…
A: To find the support reactions and moment about point C -
Q: FIGURE 1 are applied at of steel, bronze rigidly attached together. If P = 3000 lb and the…
A:
Q: A circular pile 0.65m in diameter and 13m long is embedded in loose sand. Site investigation…
A: End bearing capacity is 0 Skin friction capacity is 905.87 KN Allowable Load is 302 KN
Q: If you deposit $1000 per month into an investment account that pays interest at a rate of 6% per…
A:
Q: Refer to Fio. STA-OW-O Two cylinders Pand Q are in a channel as shown. The cylinder P has a dameter…
A:
Q: Below is the schematic design of cable bridges. If the force acting on the cable T1 = 100kN,…
A:
Q: Refer to Fig. STA-OW-O. Two cylinders P and Q are in a channel as shown. The cylinder P has a…
A:
Q: The side of a wooden cube with spgr of 0.58 is 200 mm. Compute the force needed to completely…
A:
Q: A soil sample has a water content of 10% and a void ratio of 0.5. If the specific gravity of the…
A:
Q: The length of the spiral curve is 260 ft with a degree of the central curve equal to 4°. Use g=…
A: Given, Length (Ls) = 260 ft Degree (D) = 4
Q: Where did this 101.3 over 76 coming from? Its not on the given. Here is the picture.
A:
Q: The beam ABCDE shown in Figure 3.1 carries a uniformly distributed load of 6 kN/m over BC, plus a…
A:
Q: From the beam and loading as shown: 140 KN/m FIGURE 14 (B) 0.5 m 0.2 m Derive the expression for the…
A:
Q: Q3: The figure represents a homogeneous earth dam with a 15he horizontal filter (25 m). The…
A:
Q: The uniform I-beam has a mass of 54 kg per meter of its length. Determine the tension in the two…
A: Given Data -
Q: Q4: Check the adequacy of column shown below for general ACI requirement then use an appropriate…
A:
Q: A barrier island is a large sand body. Consider a barrier island that averages 3 miles wide, 10…
A: given- Barrier island-width B=3 milesLength L=10 milesThickness T=30 feetporosity n=25%
Q: Just after the fan is turned on, the motor gives the blade an angular acceleration a = (20e-0.65)…
A:
Q: eam ABC with an overhang BC is subjected to a linearly varying distributed load on span AB with peak…
A: Given Data: Peak Intensity = 2400 N point load = 1500 N
Q: answers should be 3 decimal places A particle is moving along a curved path. At a certain instant…
A:
Q: cantilever beam
A:
Q: Problem 2: The loads on a roof beam consist of a dead load of 0.2R kN/m, a roof live load of 0.13R…
A:
Q: 1 ) Calculate Lattitude and departure for length 80 m and Azimuth 7 Degree
A: step 1-
Q: In Figure 6 is shown a siphon discharging water from reservoir A into the air at B. Distance 'a' is…
A:
Q: A simple curve has a radius of 220 m and angle of intersection of 128°. The curve is to be shifted…
A:
Q: Determine the vertical clearance at the right edge of a 11.5 meters bridge from the curve in meters.
A: Givendata: G1 = -3.2% G2 = +8.5% E.I = 138.73 m E.I of bridge = 156.30 m Clearance = 6.3 m Bridge…
Q: Problem 2 A pipe is connected to a reservoir and discharges water into air with a nozzle as shown…
A: Given, f = 0.01 L1 = 200 m L2 = 500 m
Step by step
Solved in 2 steps with 1 images
- 4 Which of the following gives the reaction at D in the given beam? 300N₁ 210 N/m $100 Nm TITTT 5m 845 N 1195 N 1200 N O 1255 N B int. hinge D 5m Crir 3m 12m 120 N/m 2m ETTET 3m FEiample ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie The is connected to the rest of the system by a pin joint at B and a roller support at Beteune the magnitide of the reaction forces on the beam at the supports. 600 N 300 N m 400 300 500 Ans. Dimensions in mm RC=1700 N 20 RBx=1597.5 N RBy=1181.4 N Erample Determine the force Pnecded to lift the load. Alsa, determine the proper placement x of the hook for cotilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm 6 kN The uniform rod of length L and weight W is supported on the simooth planes. Determine its position e for equilibrium. Neglect the thickness of the rod. Ans 6= tan7m 2KN 3m 2KN 20KN 1-calculate the reactions 2- plot the normal (N) force diagram 3- plot the shear for digram 4- plot the moment 5- calculate the deflection and plot it
- The bending moment value at C for ,4 * the beam shown in fig is 20kN/m D В A 40KN 3m 2m 2m 60 O 90 -110 -210 O O أخرى:A B с 4m D 4m 4m 187,5 202,5 197,5 A 192,5 B -6m D C -6m Calculate the magnitude of the force acting on the element BC in the truss system in the figure in KN. F E 200 N G -6m 100 N H -6m J IFrom the frame loaded as shown, determine the reactions Ra, RD, and moments MA and Mc. 20 kN 40 kN Pin joint fixed joint В 1m 50kN |10kN/m 3m 3m D -roller support 2m 2m 2m fixed support-
- Help meExample The device shown is a part of an automobile seat- back-release mechanism. The part is subjected to the 4-N force exerted at A and a 300-N.mm restor- ing moment exerted by a hidden torsional spring. Determine the y-intercept of the line of action of the single equivalent force. y F-4 N 10 mm 15° 40 mm 300 N-mmDraw the S.F.D and B.M.D for the frame in the system shown in Fig. 10 kN/m B 3 m 20 KN 10 m C 3 m 기 D
- The ring shown is subjected to two forces F1 and F2. If it is required that the resultant force have a magnitude of 1 kN and be directed vertically downward. Determine (a) the magnitude of F1 and F2 provided that 0= 30° (b) the magnitude of F1 and F2 if F2 is to be a minimum. الحلقة المبيئة معرضة لقوتين )FI,F2( . إذا كانت محصلتهما لوة مقدارها 1 كيلونيوتن واتجاه ها راسي لأسفل احسب : )( قيمة القوتين )F1.F2( على فرض أن قيمة )-30 = 0(. ب( ليمة القوثين )F1.F2( أذا كان مطلوبا أن تكون قيمة القوة 20 )F2( أصغر ما يمكن.ain14 10 A:ME 7-S19N Lectures in Engineering Mechani... General Problems 3.10 The beam consists of two bars connected by a pin at B. Neglecting the weight of the beam compute the support reactions at A. 3.11 For the frame shown, determine the magnitude of the pin reaction at B. Neglect the weight of the frame. 2m 119 Merhanir Statir r ( laes Chapter Thee Eyuilihrium 3.12 The structure consists of two identical bars joined by a pin at B. Neglecting the weights of the bars find the magnitude of the pin reaction at C. AS0k 4 3.13 The bars AB and AC are joined by a pin at A and a horizontal cable. The vertical cable carrying the 200-kg mass is attached to the pin at 4. Determine the tension in the horizontal cable. Neglect the weights of the bars. 200 kg 3.14 Neglecting the weights of the members, determine the magnitude of the pin reaction at D when the frame is loaded by the 200-N m couple. Dimensos in mm2/77 The device shown is a part of an automobile seat- back-release mechanism. The part is subjected to the 4-N force exerted at A and a 300-N•mm restor- ing moment exerted by a hidden torsional spring. Determine the y-intercept of the line of action of the single equivalent force. F = 4 N 10 mm 15° A 40 mm 300 N•mm Problem 2/77