Question 4: Using the Working Stress Method, design a cross-section subjected to eccentric tension. Given data:...
A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section of the column if P 60kN. (a) [10 marks] 2P 15 mm 15 mm 150 m 150 mm 15 mmi 100 m 100 mm 75 mm 100 mm A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section...
3. The cantilever beam with rectangular cross- 12k Given: P-250 kN, 0 section is subjected to loads P, Q, and R as shown. a) Determine the state of stress at point A, and draw a volumetric stress element for point A. b) Determine the state of stress at point B, and draw a volumetric stress element for point B. 35 mmA 15 mm 100m 50 mm 120mm n. 250 mm 70 mm
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
Only information given e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load P of 100 kN at the position indicated. Determine: (13 The stress induced at the location of the load P; 4.1 4.2 The stress induced at location A, and; 4.3 The position of the neutral axis. 100 mm E X 40 mm Figure 2. T-Section short column. e QUESTION 4 The T-section short column shown in Figure 4 carries an eccentric load...
7.For the given cross-section, allowable normal stress values for tension and compression are 100kg/cm2 and 80kg/cm2, respectively. a. Find the value of M that the section can stand b. Determine the maximum and minimum stress values c. Draw the stress distribution on the given cross- section. 20 mm 200 mm 20 mm 20 mm 200 mm-200 mm
simply supported reinforced concrete beam of rectangular section is hung on the left end by a 400mm square post working in tension, as shown in the figure below. The beam supports a uniform dead load (DL) gf 100 KN/m (excluding its own weight) and upiform live load LL) of 40KN/m. The beam is reinforced with 025 longitudinal rebars with 40mm cleat cover to the stirrups. Material properties: fy 420 MPa, fe 25 MPa. Beam dimension b 400mm and h 600mm....
PLEASE PRINT Question Four The beam has a cross section shown below and is subjected to a 1 kN load as shown. The beam AB has a length of 3 m. a) Draw the shear force and bending moment diagrams. b) Determine the maximum bending stress. c) Where is the location of the maximum stress in b) above? 30 mm 30 mm 30 mm 50 mm t 40 mm 50 m 40mm
PROBLEM 2: 40% A 6 kN force is exerted on the frame which has the T cross sectio analyze the states of stress at a section taken at 800 mm from the point of n shown below. It is required to 1. For the given T cross section, find the centroid and the area moment of inertia I,. 2. Draw the free body diagram of the free end of the frame and determine the interna loadings at the centroid of...
Question 4 O out of 12.5 points X Determine the maximum shear stress in MPa) at point B on the cross-section of the beam (w = 78.1 mm) if it is subjected to an internal shear force of 539 KN. Note: Your answer should include requested units and be to 2 decimal places. w w w ? B w Selected Answer: ® [None Given] Correct Answer: 36.57 + 2% (MPa) Question 5 O out of 12.5 points X The bar...