P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam width of 130mm and a height of 200mm. Assuming values of P = 25KN, w = 30 kN/m, and E = 5m, determine: 1) The max tensile bending stress in MPa (enter this value into D2L answer box, in MPa). Exactly where does this occur along the beam? (4 sigs) 2) The max shear stress in MPa. Exactly where does this occur along the beam? ( 4 sigs) Your Answer:

P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam width of 130mm and a height of 200mm. Assuming values of P = 25KN, w = 30 kN/m, and E = 5m, determine: 1) The max tensile bending stress in MPa (enter this value into D2L answer box, in MPa). Exactly where does this occur along the beam? (4 sigs) 2) The max shear stress in MPa. Exactly where does this occur along the beam? ( 4 sigs) Your Answer:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

1. Establish stress equations for both bars in the two-bar assembly shown below which isloaded with force P, and constrained at the two ends, as shown in the figure.
Determine the maximum tensile and compressive stress in the beam. 1600 lb 4000 lb 7 in N.A. 2 in 3 ft T R1 6 ft 6 ft R2 Ina = 84 in
Q3
find the maximum tensile and compressive bending stress make P= 4p x 12= 48KN P= 5P x 12= 60KN W= 9kN/m M= 50 kN.m. note: dimensions are in mm
The beam shown is made of a nylon for which the allowable stress is 24MPa in tension and 31MPa in compression. Determine the largest couple M that can be applied to the beam. 24 mm 60 mm 30 mm 80 mm
Rigid bar ABCD is loaded and supported as shown. Steel [E = 28400 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross-sectional area of 0.82 in.² and bar (2) has a cross-sectional area of 0.41 in.². After load P is applied, the strain in bar (1) is found to be 700 μe. Assume L₁=69 in., L₂-89 in., a=34 in., b=33 in., and c-37 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection VD of point D on the rigid bar. (c) the load P. A Answers: (a) 0₁ = (b) VD = (c) P= i i i L₁ a (1) B L2 b ksi, 0₂ = in. kips. (2) C i D P ksi.
3. An A36 Steel Cantilever Beam is shown below, also showing its cross section. Determine the following: Given the formula of the Maximum allowable bending stress of steel, fb = 0.66Fy. Where Fy is the Yield Stress of Steel. Where the bending stress for a beam is (fb) = Mc/I, where c is the distance of the centroid to the extreme most fiber of the beam (either top-most or bottom-most distance). Does the Steel fail under the loading given? Use Fy = 450 Mpa. Use the Moment in (a) and the moment of inertia in (c).
Design the shear reinforcement for the beam shown in figure below assuming it resists an ultimate shear force at distance d from the face of the support of 450 kN. The characteristic material strengths are fok= 25 N/mm²and fm = 500 N/mm² 450 kN d= 500 mm -4H25 b= 300 mm
O FS = 2.4 O FS = 2.2 Consider a simple supported beam subjected to the load shown. The beam has a solid square cross-section with edge "a", and made of steel alloy having a yielding tensile and compressive strength of oy = 400 MPa. Determine its minimum required edge "a" for a factor of safety against yielding FS = 2.5. The area moment of inertia of that section about its neutral axis N.A. is INA = b.h³/12. of 3 kN 2 kN/m D 6 m + Select one: 5:37 PM 86°F Light rain ENG 6/18/2021 hp
6.59 A square section as shown in the figure below is subjected to bending moment M. (c) Obc = Obl y || h y H What is the maximum bending stress? (a) Obc = obt 12M h³ 9M 2h³ JXC h (b) bc = Obt = (d) %bc =%bt = 6M 4³ 9M h³
Find? someone can help me with this please.
6.59 A square section as shown in the figure below is subjected to bending moment M. (c) Obc = Obl y || h y H What is the maximum bending stress? (a) Obc = obt 12M h³ 9M 2h³ JXC h (b) bc = Obt = (d) %bc =%bt = 6M 4³ 9M h³