3. A beam simply supported on a 12-m span carries a uniformly distributed load of 30 kN/m over the middle 6 m. Using an allowable stress of 130 MPa, determine the lightest suitable beam. What is the actual maximum stress in the selected beam? (Shear and moment diagram are optional) 30 kN/m -3m- -3m- Ḥ 6 m

Q: A timber beam triangular in section of base 100 mm and altitude 200 mm carries the loading as shown.…

A: Solution:- We know that, bending equation: MI=σY=ER Bending moment due to udl: BM=wL28 =w×338 =1125w…

Q: pported by this beam if the allowable WO IIIT x B 를 -를- LC kN/m

A:

Q: A steel tank 2m by 1.5m by 1.2m weighs 10KN when empty and is supported by two steel beams spanning…

A: Solution: Given: Weight of steel tank = 10 kN Weigth of the steel beam = 10 kN Weight after filing…

Q: (i) A propped cantilever carries an uniformly distributed load W over span L. Determine the ultimate…

A:

Q: A rectangular reinforced concrete beam has a cross-section dimensions b=400mm andoverall depth h=…

A:

Q: For the beam and loading shown, determine the maxi- mum normal stress due to bending on a transverse…

A:

Q: 3. A concentrated load of 1200 N operating at the free end of a 6-meter-long steel cantilever beam…

A:

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.