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A pipeline with an outside diameter of 435 mm and a wall thickness of 9 mm is pressurized to 1.8 MPa. Due to thermal expansion, a compressive force of 26 kN is generated along the length of the pipes. Determine the normal stress along the length of the pipes. Ignore the bending stresses due to the weight of the pipes and the fluid that they contain.

A rectangular beam has a cross section of b = 16 in., h = 26 in., and d = 23.5 in. It is reinforced with three No. 7 Grade 60 bars. The concrete strength is 6,700 psi (normal weight). The beam has Grade 60 No. 3 stirrups satisfying ACI 318-14 Sections 9.7.6.2.2 and 9.6.3.3. Determine the strength φMn for this beam.

Force P = 50 N is applied to a lever at the end of a 32-mm-diameter shaft. Force Q = 925 N is applied directly to the shaft. Determine the normal stress σy at point K. Let a = 170 mm and b = 235 mm.

Determine the size modification factor, ψs, for a rectangular beam with b = 18 in. and d = 22 in., four galvanized No. 6 Grade 60 tension-reinforcement bars placed in the bottom of the beam, and No. 3 Grade 60 stirrups located every 8 in. along the span. Assume 4,000-psi lightweight concrete and a clear cover of 1.75 in.

Force P = 45 N is applied to a lever at the end of a 30-mm-diameter shaft. Force Q = 905 N is applied directly to the shaft. Determine the normal stress σy at point K. Let a = 130 mm and b = 235 mm.

Use ACI 318-14 Table 25.4.2.2 to determine the development length for the straight tension bars (no hooks) in a rectangular beam with b = 18 in. and d = 22 in., five galvanized No. 6 Grade 60 bars placed in the top of the beam, and No. 4 Grade 60 stirrups located every 12 in. along the span. Assume 5,000-psi normal-weight concrete and a clear cover of 2 in.

Definition- reattachment of an amputated limb. Pathophysiology- complete excision of a limb due to an accident. Special considerations: – re-implantation ideally should be performed within _________hours of the injury.

Force P = 41 N is applied to a lever at the end of a 31-mm-diameter shaft. Force Q = 830 N is applied directly to the shaft. Determine the magnitude of the shear stress τxy at point H. Let a = 145 mm and b = 200 mm.

Force P = 47 N is applied to a lever at the end of a 30-mm-diameter shaft. Force Q = 965 N is applied directly to the shaft. Determine the normal stress σy at point K. Let a = 160 mm and b = 215 mm.

Determine the size modification factor, ψs, for a rectangular beam with b = 18 in. and d = 20 in., four epoxy-coated No. 6 Grade 60 tension-reinforcement bars placed in the bottom of the beam, and No. 4 Grade 40 stirrups located every 6 in. along the span. Assume 7,000-psi normal-weight concrete and a clear cover of 1.5 in.