Assume the section have cracked and use the transformed-area method, determine the following: a. Acting moment, Ma (use area method for the shear and moment values) b. Draw the shear and moment diagram. C. Location of the neutral axis with respect to the bottom of the beam d. Cracked moment of inertia of the beam with respect to the neutral axis Flexural stress of concrete and steel due to the acting moment Use n = 9 e. 40 kN 16 kN/m C D 20 kN·m 0.75 m 0.75 m 3 m تم 250 mm, 250 mm 1-25 mm Ø 150 mm 2-25 mm Ø Beam Section 75 mm 600 mm 375 mm

Assume the section have cracked and use the transformed-area method, determine the following: a. Acting moment, Ma (use area method for the shear and moment values) b. Draw the shear and moment diagram. C. Location of the neutral axis with respect to the bottom of the beam d. Cracked moment of inertia of the beam with respect to the neutral axis Flexural stress of concrete and steel due to the acting moment Use n = 9 e. 40 kN 16 kN/m C D 20 kN·m 0.75 m 0.75 m 3 m تم 250 mm, 250 mm 1-25 mm Ø 150 mm 2-25 mm Ø Beam Section 75 mm 600 mm 375 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...

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