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for the continuous beams shown find moments at the supports and the reactions draw complete shear and moment
a structural steel w12times30 has a span length of 24 ft the beam is fixed at one end and simply supported at the other
rework problem assuming that the simple support settles 06 inproblem a structural steel w12times30 has a span length of
rework given problem assuming that the simple support is raised 06 in above the level of the fixed endproblem a
a structural steel w12times40 has a span length of 20 ft the beam is fixed at one end and simply supported at the other
rework given problem assuming that the simply supported end is raised one inch above the level of the fixed endproblem
rework given problem adding a uniformly distributed load of 1 kipft for the full spanproblem draw complete shear and
select the most economical lightest structural steel w-shape beam to carry the superimposed loads showndraw the shear
a structural steel w18times50 supports loads as showna find the reactions and draw complete shear and moment diagramsb
overnight ones inbox collects e-mails which one check sin the morning question is about how many spam e-mails one can
draw complete shear and moment diagrams for the fixed beams shown select the lightest structural steel w shape assume
use the method of superposition to determine the reactions for the propped cantilever beams shown draw complete shear
a vertical cylindrical steel tank open at the top is 4 m in diameter and 20 m high the tank is filled with water
rework given example changing dimension a to 10 ft dimension b to 15 ft and the point load to 15 kipsexample select the
use the method of superposition to determine the reactions for the propped cantilever beam shown in figure 212 span
a 5-ft-diameter steel pipe is made of 3 8 -in plate with groove-welded longitudinal jointsassuming an allowable tensile
rework given problem changing the joint efficiency to 80problem a 5-ft-diameter steel pipe is made of 3 8 -in plate
a piece of 10-in-diameter pipe of 010-in wall thickness was closed off at the ends this assembly was placed in a
a closed cylindrical air-compressor tank is 600 mm in diameter and is subjected to an internal pressure of 5 mpa the
1 a cast-iron pipe 3 ft in diameter is subjected to an internal gage pressure of 100 psi calculate the wall thickness
calculate the tensile stresses circumferential and longitudinal developed in the walls of a cylindrical pressure vessel