7) Consider the beam in the figure below. Take w = 50 kN/m. The 40 kN force makes anangle of 60 degrees with the horizontal. Assume the thickness of the beam is small.Part A)What are the support reactions at A and B?Nc=Part B)Determine the internal normal force at point C in the beam.Vc=WPart D)beam.-2 m-Part C). Determine the absolute value of the internal shear force at point C in the beam.Mc =40 kNDetermine the absolute value of the internal bending moment at point C in the

Answered: Image /qna-images/answer/8ce4eb03-ef7c-41f5-b1b8-0dc061335a1e.jpg

7) Consider the beam in the figure below. Take w=50 kN/m. The 40 kN force makes an angle of 60 degrees with the horizontal. Assume the thickness of the beam is small. Part A). What are the support reactions at A and B? Nc= Part C) Vc= -2 m- Part B) Determine the internal normal force at point C in the beam. Part D) beam. 40 kN -2 m- B Determine the absolute value of the internal shear force at point C in the beam. Determine the absolute value of the internal bending moment at point C in the

7) Consider the beam in the figure below. Take w=50 kN/m. The 40 kN force makes an angle of 60 degrees with the horizontal. Assume the thickness of the beam is small. Part A). What are the support reactions at A and B? Nc= Part C) Vc= -2 m- Part B) Determine the internal normal force at point C in the beam. Part D) beam. 40 kN -2 m- B Determine the absolute value of the internal shear force at point C in the beam. Determine the absolute value of the internal bending moment at point C in the

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =30 N, F2=60N, F3 =60 N, F4 =80N, a =3 m, b=1 m, c=5 m, d=4 m The reaction at the fixed support "A" (unit in N)=_____________ Answer for part 1 (ii) Shear force at the point "A" (Unit in N) = ________ Answer for part 2 (iii) Shear force at the point "B" (Unit in N) = ________ Answer for part 3 (iv) Shear force at the point "C" (Unit in N) = ________ Answer for part 4 (v) Shear force at the point "D" (Unit in N) = ________ Answer for part 5 (vi) Shear force at the point "E" (Unit in N) = ________ Answer for part 6 (vii) Bending moment at the point "E"(unit in Nm) = ________________ Answer for part 7 (viii) Bending moment at the point "D"(unit in Nm) = ________________ Answer for part 8 (ix) Bending moment at the point "C"(unit in Nm) = ________________ Answer for part 9 (x) Bending moment…
Hi there sir/madam I need help on this question A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F = 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B) = 1.65 metres (m). The dimensions of the rectangular section of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the maximum bending stress and give your answer in N/mm2 to two decimal places
Answer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ft
In the figure, the boards are connected by nails to form a beam. A shear force of V= 70 kN acts on the beam. The dimensions of the plates are given as L1=170 mm, L2=140 mm and the thickness t=15 mm. The shear strength of each nail is 20 kN.Accordingly, determine the maximum spacing (s distance) between the nails. (Enter your result without writing units in mm.)
A wood beam carries the loading shown in the figure. Calculate the magnitude of the bending stress (in Pa) at a point 11 mm from the top of the of the beam on a section 2 m from A if P = 5329 N, W = 2383 N/m, a = 1.23 m, b = 2.23 m, c = 1.3 m, L = 67 mm and h = 230 mm. Round off the final answer to two decimal places.
A gantry crane of weight W=100 Kg moves across a bridge with the length I=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles.
Engr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations
A wood beam carries the loading shown in the figure. Calculate the magnitude of the bending stress (in Pa) at the top of the of the beam on a section 2.82 m from A if P = 4212 N, W = 1939 N/m, a = 1.12 m, b = 2.1 m, c = 1.25 m, L = 83 mm and h = 218 mm. Round off the final answer to two decimal places.
a) The second moment of area about the centroidal x-axis (IXXcentroid) for the solid homogeneous beam section shown below is 737,101.55 mm4. What is the second moment of area about the centroidal y-axis (IYYcentroid). Give your answer in mm4 to two significant figures. b) If the second moment of area (IXX) for the solid homogeneous beam section shown below is 917,387.73 mm4, determine the diameter d. Give your answer in millimetres (mm) to two decimal places.
A gantry crane of weight W=100 Kg moves across a bridge with the length /=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles. So it’s wrong answer 1136 N can anyone how to solve for it different ?
A wood beam carries the loading shown in the figure. calculate the magnitude of the bending stress (in Pa) on a section 2.63 m from A if P = 5111 N, W = 2076 N/m, a = 0.75 m, b = 1.16 m, c = 1.03 m, L = 84 mm and h = 208 mm. Round off the final answer to two decimal places.
A wide flange beam as shown below is subjected to a shear force V. Using the dimensions of the cross section, determine the following quantities: a. τmax in the webb. τmin in the webc. τmax/ τaverage of the web