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Stress concentration factor graph for fillet
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Props. 4-0 //00 4-89. The steel bar has the dimensions shown. Determine the maximum axial force...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1)...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1) Part A Determine the maximum axial force P that can be applied to the bar Express your answer to three significant figures and include the appropriate units. [2.104 lkip Submit Previous Answers Request Answer Incorrect; Try Again; 3 attempts remaining Figure 1 of 1 > < Return to Assignment Provide Feedback 0.125 in 1.25 in. 1.875 in. , 025 in. 75 in.
The rigid bar shown is supported by axial bar (1) and by a pin connection at C. Axial bar (1) has...
The rigid bar shown is supported by axial bar (1) and by a pin
connection at C. Axial bar (1) has a cross-sectional area
of A1 = 250 mm2, an elastic modulus
of E = 200 GPa, and a coefficient of thermal expansion of
α= 11.3 × 10-6/°C. The pin at C has a diameter
of 40 mm. After load P has been applied and the
temperature of the entire assembly has been increased by 10°C, the
total strain in...
An aluminum bar is subjected to a loading shown below. if the maximum axial stress must...
An aluminum bar is subjected to a loading shown below. if the
maximum axial stress must not exceed 150 MPa, what should be the
minimum dismensions of the 3 sections of the bar?
325 kN 215 kN 175 kn 1.2 m 1.2 m
Determine the largest axial load P that can be safely supported by a flat steel bar...
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick and respectively, 40 and 60 mm wide, connected by fillets of radius r=8 mm. Assume the maximum allowable normal stress is 165 MPa. D/d = 2 13 0.3 2r/D 0.4 0.5 0.6 0 0.1 0.2 a) Flat bars with holes 0.7 O 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28...
MEE2001/2015 Q5. A thin walled steel cylinder with 10 mm wall thickness and internal diameter of 200 mm (Fig. Q5) is subjected to an internal pressure, p. The steel used for the cylinder has a yie...
MEE2001/2015 Q5. A thin walled steel cylinder with 10 mm wall thickness and internal diameter of 200 mm (Fig. Q5) is subjected to an internal pressure, p. The steel used for the cylinder has a yield stress of 240 MPa. +F 200 mm Fig. Q5 (a) If a tensile axial force of 1MN is applied to the end plate, show that the maximum internal pressure that can be applied before the cylinder yields according to the Tresca criterion is 16.2...
The stool bar has the original dimensions shown in the Siguro. (Figure 1) It is subjected...
The stool bar has the original dimensions shown in the Siguro. (Figure 1) It is subjected to an axial load of 50 kN E = 199 GPa, st = 0.30. Part A Determine the change in its length Express your answer to three significant figures and include appropriate units. THẢ * * * G3 ? BAD Value Units Submit Request Answer Part B Figure Determine the new height at section - Express your answer to six significant figures and include...
1) The allowable bending strength in A-A cross section is Oallow= 150 MPa. Determine the maximum...
1) The allowable bending strength in A-A cross section is Oallow= 150 MPa. Determine the maximum load P where it applied to the bar from point E (40 points). Figure 1 D 600 mm a 300 mm 20 mm В. 50 mm 25 mm 25 mm 25 mm A-A cross section
3. Steel Bar with Hole and Fillet A centric axial force P is applied to the...
3. Steel Bar with Hole and Fillet A centric axial force P is applied to the steel bar shown. Knowing that al-24 ksi and b = 3 in, determine (a) the largest allowable value of P, (b) the smallest permissible value of ryif all is not to be exceeded at the fillet for the value of P found in part a. P= 17.63 kips, r=0.15 in 0.6 in.
The built-up beam is made of steel as shown in Figure 1. Knowing that modulus of...
The built-up beam is made of steel as shown in Figure 1. Knowing that modulus of elasticity for the steel is E = 200 GPa 150 mm 20 mm 150 mm 150 mm 10 mm M '10 mm 300 mm А Figure 1 (1) If the allowable tensile and compressive stress for the beam are allow tension = 140 MPa and o = 210 MPa. allow compression respectively, determine the maximum allowable internal moment M that can be applied Determine...
A steel bar of thickness his subjected to a bending force F. The vertical support is...
A steel bar of thickness his subjected to a bending force F. The vertical support is stepped such that the horizontal welds are bị and b2 long. Determine F for the following two cases if the maximum allowable shear stress is Tallowable. F -b2 h ... b b2 d h 2 in 30 mm 4 in 50 mm 6 in 150 mm 4 in 50 mm la in 5 mm Tallow 25 kpsi 140 MPa
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1) Part A Determine the maximum axial force P that can be applied to the bar Express your answer to three significant figures and include the appropriate units. [2.104 lkip Submit Previous Answers Request Answer Incorrect; Try Again; 3 attempts remaining Figure 1 of 1 > < Return to Assignment Provide Feedback 0.125 in 1.25 in. 1.875 in. , 025 in. 75 in.
The rigid bar shown is supported by axial bar (1) and by a pin
connection at C. Axial bar (1) has a cross-sectional area
of A1 = 250 mm2, an elastic modulus
of E = 200 GPa, and a coefficient of thermal expansion of
α= 11.3 × 10-6/°C. The pin at C has a diameter
of 40 mm. After load P has been applied and the
temperature of the entire assembly has been increased by 10°C, the
total strain in...
An aluminum bar is subjected to a loading shown below. if the
maximum axial stress must not exceed 150 MPa, what should be the
minimum dismensions of the 3 sections of the bar?
325 kN 215 kN 175 kn 1.2 m 1.2 m
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick and respectively, 40 and 60 mm wide, connected by fillets of radius r=8 mm. Assume the maximum allowable normal stress is 165 MPa. D/d = 2 13 0.3 2r/D 0.4 0.5 0.6 0 0.1 0.2 a) Flat bars with holes 0.7 O 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28...
MEE2001/2015 Q5. A thin walled steel cylinder with 10 mm wall thickness and internal diameter of 200 mm (Fig. Q5) is subjected to an internal pressure, p. The steel used for the cylinder has a yield stress of 240 MPa. +F 200 mm Fig. Q5 (a) If a tensile axial force of 1MN is applied to the end plate, show that the maximum internal pressure that can be applied before the cylinder yields according to the Tresca criterion is 16.2...
The stool bar has the original dimensions shown in the Siguro. (Figure 1) It is subjected to an axial load of 50 kN E = 199 GPa, st = 0.30. Part A Determine the change in its length Express your answer to three significant figures and include appropriate units. THẢ * * * G3 ? BAD Value Units Submit Request Answer Part B Figure Determine the new height at section - Express your answer to six significant figures and include...
1) The allowable bending strength in A-A cross section is Oallow= 150 MPa. Determine the maximum load P where it applied to the bar from point E (40 points). Figure 1 D 600 mm a 300 mm 20 mm В. 50 mm 25 mm 25 mm 25 mm A-A cross section
3. Steel Bar with Hole and Fillet A centric axial force P is applied to the steel bar shown. Knowing that al-24 ksi and b = 3 in, determine (a) the largest allowable value of P, (b) the smallest permissible value of ryif all is not to be exceeded at the fillet for the value of P found in part a. P= 17.63 kips, r=0.15 in 0.6 in.
The built-up beam is made of steel as shown in Figure 1. Knowing that modulus of elasticity for the steel is E = 200 GPa 150 mm 20 mm 150 mm 150 mm 10 mm M '10 mm 300 mm А Figure 1 (1) If the allowable tensile and compressive stress for the beam are allow tension = 140 MPa and o = 210 MPa. allow compression respectively, determine the maximum allowable internal moment M that can be applied Determine...
A steel bar of thickness his subjected to a bending force F. The vertical support is stepped such that the horizontal welds are bị and b2 long. Determine F for the following two cases if the maximum allowable shear stress is Tallowable. F -b2 h ... b b2 d h 2 in 30 mm 4 in 50 mm 6 in 150 mm 4 in 50 mm la in 5 mm Tallow 25 kpsi 140 MPa
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