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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
Movement accommodation factor is normally specified by manufacturers of joint sealants for designers to design dimension of joints. It is stated as the total movement that a joint
An electrical contractor is preparing to place the duct bank concrete encasement for the high voltage feeders between manhole # 11 and # 12, total distance is 323-ft. The duct bank
using an optical square how would you perform a rectangular tie?
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Pipelines: Use of Pipelines in Transport Pipelines are used for transporting liquids (petroleum products for example), gases and solids in slurry form (for example ir
Calculate the Total Area (acre) for Lot A 30-ft wide parabolic shaped stream divides the property as shown. The total area (acre) for Lot 6 is most nearly: Solution:
closed traverse maths problems
chemical compositions of Rapid Hardening Cement
Q. Explain about Warren Truss? A truss is a simple structure whose members are subject to axial compression and tension only and however not bending moment. The most common tru
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