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A simply-supported beam (AB) with an overhang (BC) is illustrated in Figure 1(a), with the cross-sectional details given in Figure 1(b). The dead load comprises self weight only; fc' = 20 MPa. Compute the maximum allowable concentrated live load q (kN) acting at the tip of the overhang, C.
Determine the head loss due to friction using the Darcy-Weisbach equation. The water is pumped at 3.0 gallons per minute, has a temperature of 60 °F and is pumped through a 1inch s
Describ the construction and working of Michelson interferometer and discuss tha method to determine wavelength of monochromatic
functions of breast wall& scupper
A retaining wall with a smooth vertical back, 4.5 m high, retains a dry cohesionless backfill level with the top of the wall. γ = 18.6 kN/m 3 and φ = 30°. The backfill carries a u
Project Management: This unit starts with the general definition of Project management. Several phases involved in project management are also desribed. Further, the technique
Investigate and evaluate different Gas Turbine Engine configurations in use for commercial or military Gas Turbine Engine aircraft. 1) Through research, investigate the differen
A retaining wall with a smooth vertical back retains a purely cohesive fill. Height of wall is 12 m. Unit weight of fill is 20 kN/m 3 . Cohesion is 1 N/cm 2 . What is the total act
surveying of building sites with chain
A pile is driven in uniform clay of large depth. The clay has unconfined compression strength of 90 kN/m 2 . The pile is 30 cm diameter and 6 m long. Verify the safe frictional res
Design of one way slab, two way slab, circular slab, hollow slab step by step as ACI code 318-08, tnx
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