2) If the beam is subjected to a shear of V = 15 kN, determine the web's shear stress at A and B. Indicate the shear-stress components on a volume element located at these points. Show that the neutral axis is located at y = 0.1747 m from the bottom and INA = 0.2182(10³) m². 30 mm 250 mm 30 mm 200 mm 25 m V B 125 mm

2) If the beam is subjected to a shear of V = 15 kN, determine the web's shear stress at A and B. Indicate the shear-stress components on a volume element located at these points. Show that the neutral axis is located at y = 0.1747 m from the bottom and INA = 0.2182(10³) m². 30 mm 250 mm 30 mm 200 mm 25 m V B 125 mm

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Similar questions

For the truss in Figure P8.3, compute the horizon-tal and vertical components of the displacement of jointC. The area of all bars = 2500 mm2, and E = 200 GPa.
Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4
Find the normal and shear stresses on the surface that makes the a=60 angle using the Mohr circle method.
Find the shear force value at point 3 m from B
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
What is the vertical component of 127 kN force in kN
The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of ?????? = 250 MPa and an allowable shear stress of ?????? = 100 MPa. a) Determine the distance to the neutral axis (?̅), second moment of area (?), and the section modulus (?) of the cross-section.b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P.c) Determine the maximum value of P such that bending failure will not occur.d) Determine the maximum value of P such that shear failure will not occur.e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?
The internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,867,500 mm4. Determine the horizontal shear stress at point H, which is located L = 17 mm below the centroid. 58.9 MPa 42.7 MPa 39.6 MPa 35.2 MPa 31.2 MPa
The bar has a 140 mm by 20 mm rectangular cross section. If P = 190 kN, determine the force components perpendicular (N) and parallel (V) to a-a, the inclined surface area, and the normal and shear stress magnitudes acting on surface a-a.
6. A simply supported beam carries a concentrated load of 24 kN at 6 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees. ROUND OFF TO FIVE DECIMAL PLACES.
Explain about the Vane-Shear Test.
Analyze the propped beam loaded as shown below: use either double integration or area moment method. 1.Determine the reaction at the roller support. Ans.: RA = kN 2. Determine the deflection at midspan of the beam. Ans.: kN.m3 3. Determine the slope at 2m from the roller support. Ans.: kN.m2 4. Determine the moment reaction at the fixed support. Ans.: MA = kN.m