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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
viking vessel company manufacturers cylindrical gas storage tanks the company foresees a market for nominal 100-ft3
calculate the circumferential and longitudinal tensile stresses developed in the walls of a cylindrical steel plate
a spherical tank is to hold 400 ft3 of gas at a pressure of 150 psi the steel to be used has an ultimate tensile
rework the program of given problem giving the user the option of specifying the application of an external axial
write a program that will compute the tensile stresses in the wall of a thin-walled pressure vessel user input should
a 19-mm-diameter steel rod is 350 mm in length and is used as a pin-connected compression member the rod is aisi 1040
a pin-connected linkage bar is 16 in long and is subjected to an axial compressive load of 4600 lb the bar is made of a
1 using the nds provisions calculate the allowable axial compressive load for a 10-in-by-12-in s4s douglas fir column
1 design a square s4s pin-connected douglas fir column to support an axial load of 62 kips the unbraced length of the
a bin weighing 100 tons when full is to be supported by four timber columns each 20 ft long select a square s4s timber
rework given problem assuming a bearing-type connection with bolt threads excluded from the shear plane a325-xproblem
a fillet weld between two steel plates intersecting at right angles was made with one 1 4 -in leg and one 9 16 -in leg
rework given problem assuming that the bolts are 3 4 -in- diameter a490-n high-strength bolts in standard holesproblem
compute the allowable tensile load for the single-shear lap joint shown the plates are astm a36 steel and the
rework given problem assuming a bearing-type connection with bolt threads in the shear plane a325-nproblem compute the
rework given problem assuming a bearing-type connection with bolt threads in the shear plane a325-n assume the plate
compute the allowable tensile load for the double-shear butt joint shown the plates are equivalent to a992 steel the
select the number and arrangement of 3 4 -in -diameter a325-n high-strength bolts required to resist an axial tensile
calculate the allowable tensile load for the connection shown the plates are astm a36 steel and the weld is a 3 8 in