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Figures (a) and (b) respectively give details of a simply-supported bridge beam and its (idealised) cross-section. In addition to the dead load of 25 kN/m (including self weight), the beam is to carry the two concentrated live loads as shown. Take fc′= 25 MPa.
(i) Design the transverse reinforcement to resist the vertical shear. Use (vertical) N12 closed tie only. Show your design details in a sketch.
(ii) Assuming monolithic construction, carry out a check on the longitudinal shear. Is the design adequate?
Note that the load combination formula 1.2g + 1.5q applies in which g and q are the dead and live loads, respectively
Explain the Dynamic or Vibration Tests Tests of this type, also known as sonic integrity test, involve sub- jecting the element to a single impulsive blow or cyclic load, and
Spalling reinforcement for pre stressing works in anchor blocks Reinforcement of anchor blocks in prestressing works usuallycomprises equilibrium reinforcement, bursting reinfo
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Define the Design of Piers and Abutments Erected in Water? All piers and abutments erected in water are generally designed to be protected from scour or erosion. However, both
what is the procedure for gsb proctor test for matrial sampling for lab density
WHAT IS A DISTOMAT ? WRITE A SHORT NOTE ON IT
Classification of the damage according to the type of structures The level of damage in spatial trusses has also been classified into three different levels based on the t
A group of 16 piles of 50 cm diameter is arranged with a centre to centre spacing of 1.0 m. The piles are 9 m long and are embedded in soft clay with cohesion 30 kN/m 2 . Bearing r
..describe how u can obtain the length of an inacceble length of a land when a river cross it
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