1.35 A steel pipe of 400-mm outer diameter is fabricated from 10-mm-thick plate by welding along a helix that forms an angle of 20° with a plane perpendicular to the axis of the pipe. Knowing that a 300-kN axial force P is applied to the pipe, determine the normal and shearing stresses in directions respectively normal and tangential to the weld. 10 mm .36 A steel pipe of 400-mm outer diameter is fabricated from 10-mm-thick plate by welding along a helix that forms an angle of 20° with a plane perpendicular to the axis of the pipe. Knowing that the maximum allow- able normal and shearing stresses in the directions respectively normal and tangential to the weld are o = 60 MPa and r = the magnitude P of the largest axial force that can be applied to the pipe. Weld -20° 36 MPa, determine 37 The horizontal link BC is in. thick, has a width w = is made of a steel with a 65-ksi ultimate strength in tension. What is the factor of safety if the structure shown is designed to support a load of P = 10 kips? 1.25 in., and Fig. P1.35 and P1.36

Elements Of Electromagnetics
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1.35 A steel pipe of 400-mm outer diameter is fabricated from 10-mm-thick
plate by welding along a helix that forms an angle of 20° with a plane
perpendicular to the axis of the pipe. Knowing that a 300-kN axial
force P is applied to the pipe, determine the normal and shearing
stresses in directions respectively normal and tangential to the weld.
10 mm
36 A steel pipe of 400-mm outer diameter is fabricated from 10-mm-thick
plate by welding along a helix that forms an angle of 20° with a plane
perpendicular to the axis of the pipe. Knowing that the maximum allow-
able normal and shearing stresses in the directions respectively normal
and tangential to the weld are o = 60 MPa and T = 36 MPa, determine
the magnitude P of the largest axial force that can be applied to the pipe.
-Weld
-20°
37 The horizontal link BC is in. thick, has a width w = 1.25 in., and
is made of a steel with a 65-ksi ultimate strength in tension. What
is the factor of safety if the structure shown is designed to support
a load of P = 10 kips?
Fig. P1.35 and P1.36
P
ce
he
6 in.
ole
est
ng
.30°
12 in.
nat
is
he
D
nal
Fig. P1.37
nal
1.38 Member ABC, which is supported by a pin and bracket at C and a
cable BD, was designed to support the 16-kN load P as shown.
Knowing that the ultimate load for cable BD is 100 kN, determine
the factor of safety with respect to cable failure.
D.
40°
30°
0.6 m
0.8 m
0.4 m
Fig. P1.38 and P1.39
1.39 Knowing that the ultimate load for cable BD is 100 kN and that a
factor of safety of 3.2 with respect to cable failure is required, deter-
mine the magnitude of the largest force P that can be safely applied
as shown to member ABC.
rine
39
Transcribed Image Text:1.35 A steel pipe of 400-mm outer diameter is fabricated from 10-mm-thick plate by welding along a helix that forms an angle of 20° with a plane perpendicular to the axis of the pipe. Knowing that a 300-kN axial force P is applied to the pipe, determine the normal and shearing stresses in directions respectively normal and tangential to the weld. 10 mm 36 A steel pipe of 400-mm outer diameter is fabricated from 10-mm-thick plate by welding along a helix that forms an angle of 20° with a plane perpendicular to the axis of the pipe. Knowing that the maximum allow- able normal and shearing stresses in the directions respectively normal and tangential to the weld are o = 60 MPa and T = 36 MPa, determine the magnitude P of the largest axial force that can be applied to the pipe. -Weld -20° 37 The horizontal link BC is in. thick, has a width w = 1.25 in., and is made of a steel with a 65-ksi ultimate strength in tension. What is the factor of safety if the structure shown is designed to support a load of P = 10 kips? Fig. P1.35 and P1.36 P ce he 6 in. ole est ng .30° 12 in. nat is he D nal Fig. P1.37 nal 1.38 Member ABC, which is supported by a pin and bracket at C and a cable BD, was designed to support the 16-kN load P as shown. Knowing that the ultimate load for cable BD is 100 kN, determine the factor of safety with respect to cable failure. D. 40° 30° 0.6 m 0.8 m 0.4 m Fig. P1.38 and P1.39 1.39 Knowing that the ultimate load for cable BD is 100 kN and that a factor of safety of 3.2 with respect to cable failure is required, deter- mine the magnitude of the largest force P that can be safely applied as shown to member ABC. rine 39
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