Vertical cut of the given figure except from its top point (here it gives triangle as a crossection) will result in trapezoid crossection.
So the option vertical cut is the correct answer.
Question 13 (5 points) How can the figure be cut so that the resulting cross section...
Draw a detailed elevation of the resulting cross-section of cut a-a for one floor only Steel Beam for a 3 storey building.
The figure below shows the cross section of a road cut into the side of a mountain. The solid line AA' represents a weak bedding plane along which sliding is possible. Block Bdirectly above the high way is separated from uphill rock by a large crack (called a joint), so that only friction between the block and the bedding plane prevents sliding. The mass of the block is 1.90 ? 107 kg, the dip angle ? of the bedding plane is...
roblem 3 40 points: 1.2 m A X Figure S: It's cross section Figure 4: A thick walled pressure vessel in figure 4 is loaded by an internal pressure Pin. a torque T 10 kN.m rated in figure 5 with a 200 mm and b - 400 and a vertical force P50 kN. Its cross section is illust mm. Using the Von Mises in yiel the pressure vessel is made of 3 ses failure criterion in yielding, find the maximum...
pleasee, you can do any solution:( The beam, the cross section of which is given in the figure, consists of 25 mm thick boards. The slip safety stress for nails is given as tem= 100MPa. The diameter of the nails is 5 mm and the gap between the nails along the beam axis is 200 mm · (30P) according to this 50 200 a) Calculate the intensity of the maximum V shear force that can be applied to the cross...
Problem 1.3. Shear stress distribution over the cross-section of a beam Figure 1.9 depicts a beam with a rectangular cross-section of a width and height h. This beam is subjected to a vertical shear force, V2, and the resulting shear stress distribution is assumed to be uniformly distributed over the cross-section, i.e., T12 V (h). (1) Is this assumption reasonable? Explain your answer. *Typo: V3 should be V2 Fig. 1.9. Uniform distribution of shear stresses over the cross-section of a...
Question 4 A uniform beam of arbitrary, unsymmetrical cross-section and length 21 is built-in at one end and simply supported in the vertical direction at a point half-way along its length. This support, however, allows the beam to deflect freely in the horizontal x direction (Figure Q4) For a vertical load W applied at the free end of the beam, calculate and draw the bending moment diagram, putting in the principal values. Figure Q4 [Answers: M.-0, MB-WI, MA--W1/2 linear distribution...
urgent i need the correct-full answer for this question 3. The figure shows the cross section of a concrete dam subjected to water pressure from both sides. The resultant of the reaction forces exerted by the ground on the base AB of the dam has a horizontal component H and vertical component V at distance x from edge h. Considering a 1.0 m thick section of the dam, calculate H, V and x. (the specific weight of the water is...
Question 5: Water flows in a sand filter, shown in the figure below. The cross section is 200 in2 and flow rate is 6.5 x 10-4 ft3/sec. What is the hydraulic conductivity, k? QUESTION 5 Water flows in a sand filter, shown in the figure below. The cross section is 200 in2 and flow rate is 6.5 x 10-4 f/sec. What is the hydraulic conductivity, k? Inflow Inflow TIK Overflow Water Water Sand Filter - 5 ft - a. 1.56 x 10-3...
Question 4: (25 marks) A hollow rectangular cross-section (Figure 4) is subject to the combined effect of A torque T (causing downward shear stress in the right wall and upward shear stress in the left wall): T= 60 kNm. A negative bending moment M about the horizontal centroidal x-axis (causing tension in the top part of the cross-section): M= 100 kNm. Given t 15 mm: i. Determine the maximum tensile stress at A on the x-axis on the left wall...
Question 4: (25 marks) A hollow rectangular cross-section (Figure 4) is subject to the combined effect of A torque T (causing downward shear stress in the right wall and upward shear stress in the left wall): T= 60 kNm. A negative bending moment M about the horizontal centroidal x-axis (causing tension in the top part of the cross-section): M= 100 kNm. Given t 15 mm: i. Determine the maximum tensile stress at A on the x-axis on the left wall...