A single L8×6×1/2 is used as a tension brace in a multi-story building. The 8 inch leg of the angle is attached to a gusset plate with two lines of four 3/4 inch bolts at a spacing of 3 inch. Determine the effective net area.
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A single L8×6×1/2 is used as a tension brace in a multi-story
building. The 8 inch...
Problem 2 (20 points) A single-angle tension member (L7"x4"x5/8") has to ension member (L7"x4"x5/8") has two...
Problem 2 (20 points) A single-angle tension member (L7"x4"x5/8") has to ension member (L7"x4"x5/8") has two gage lines in its long leg and one in its short leg for 4 diameter bolts arranged per the illustration. The bolts in the song the angle to a gusset plate, the holes in the short led are empty (not connected to anyone GR 50 steel. Determine: a) The gross area of the angle b) The net area of the angle c) The effective...
WL Gusset plate WL Hole location WL Unequal angle DL DL Figure Q2 All panes 4 m square Figure Q1 ...
WL Gusset plate WL Hole location WL Unequal angle DL DL Figure Q2 All panes 4 m square Figure Q1 Question 2 Figure Q2 shows the connection between the gusset plate and a brace member, which is made of a single angle section 150 x 90 x 12 (S275) through a row of four M16 bolts at the short leg. The center-to-center spacing of bolts is 40mm. Determine the maximum design tension force for the brace
WL Gusset plate WL...
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate wit...
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate with 7/8 inch diameter, A307 bolts. The tension member is AS72 Grade 50 steel and the gusset plate is A36. Follow Figure 3. (a) Check all spacing and edge distance irements; (b) Compute the design strength based on shear and bearing; and (c) Compute the allowable strength based on shear and bearing. 23" 3" 3" С 9x 15...
Pleqse show details and formulas. Select a single-angle tension member of A36 steel to resist a dead load of 20 kips and a live load of 50 kips. The length of the member is 20 feet, and it will...
Pleqse show details and formulas.
Select a single-angle tension member of A36 steel to resist a dead load of 20 kips and a live load of 50 kips. The length of the member is 20 feet, and it will be connected to a %-inch thick gusset plate with one line of 3/4-inch- diameter bolts through the long legs. There will be four or more bolts in this Q1) line
Select a single-angle tension member of A36 steel to resist a...
Steel Design 2. (50 pts) Design an A36-steel tension member 16 ft long consisting of two...
Steel Design
2. (50 pts) Design an A36-steel tension member 16 ft long consisting of two channels, bolted through their webs to a single 1 inch gusset plate, to transmit 75 kips DL and 93 kips LL. The bolts are 7/8 in. Bolt spacing 4 inch and bolt edge distance 3 inch. In addition to checking block shear in the channels, design the thickness of the gusset plate to resist block shear.
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension...
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension member of A36 steel to resist the following service loads: dead load- 60 kips, live load 120 kips, and wind load = 50 kips. The member will be connected through one leg with 3/4-in diameter bolts in two lines and four or more bolts in each line (see figure below). Assume that the bolts are aligned and shear block failure is prevented. The member...
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load...
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load T=200 kips, and wind load T =500 kips. The double angle is connected to a 3/8" gusset plate with four A325-X bolt with diameter of /4" in standard bolt holes as shown in the figure below. Determine whether the double angle with such a connection can resist the given load or not. The double angle is 2L4x4x1/4. One angle's gross cross-sectional area A =1.94...
Figure 1 shows the layout of countershaft used to transmit power to a blower through a...
Figure 1 shows the layout of countershaft used to transmit power to a blower through a pulley drive (4-5). Pulley (driving sheave) 4 has a diameter of 125-mm and pulley (driven sheave) 5 has a diameter of 75 mm. Pulley 5 is mounted vertically below pulley 4 (as shown in the figure). Belt tension on the loose side is 20% of the tension on the tight side. A power of 7.5 kW is transmitted via the gear set (2-3) from...
please help and thank you Materials Needed per class: 1 box of 24 microscope slides of...
please help and thank you
Materials Needed per class: 1 box of 24 microscope slides of meiosis 1 1 box of 24 microscope slides of meiosis 2 red and yellow popbead chromosome kits Objectives To become familiar with the process of meiosis and to be able to identify the principal phases of meiosis To understand how the process of meiosis is similar to mitosis and how it differs from mitosis Introduction The genetic information of a cell is encoded in...
summatize the following info and break them into differeng key points. write them in yojr own...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
Problem 2 (20 points) A single-angle tension member (L7"x4"x5/8") has to ension member (L7"x4"x5/8") has two gage lines in its long leg and one in its short leg for 4 diameter bolts arranged per the illustration. The bolts in the song the angle to a gusset plate, the holes in the short led are empty (not connected to anyone GR 50 steel. Determine: a) The gross area of the angle b) The net area of the angle c) The effective...
WL Gusset plate WL Hole location WL Unequal angle DL DL Figure Q2 All panes 4 m square Figure Q1 Question 2 Figure Q2 shows the connection between the gusset plate and a brace member, which is made of a single angle section 150 x 90 x 12 (S275) through a row of four M16 bolts at the short leg. The center-to-center spacing of bolts is 40mm. Determine the maximum design tension force for the brace
WL Gusset plate WL...
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate with 7/8 inch diameter, A307 bolts. The tension member is AS72 Grade 50 steel and the gusset plate is A36. Follow Figure 3. (a) Check all spacing and edge distance irements; (b) Compute the design strength based on shear and bearing; and (c) Compute the allowable strength based on shear and bearing. 23" 3" 3" С 9x 15...
Pleqse show details and formulas.
Select a single-angle tension member of A36 steel to resist a dead load of 20 kips and a live load of 50 kips. The length of the member is 20 feet, and it will be connected to a %-inch thick gusset plate with one line of 3/4-inch- diameter bolts through the long legs. There will be four or more bolts in this Q1) line
Select a single-angle tension member of A36 steel to resist a...
Steel Design
2. (50 pts) Design an A36-steel tension member 16 ft long consisting of two channels, bolted through their webs to a single 1 inch gusset plate, to transmit 75 kips DL and 93 kips LL. The bolts are 7/8 in. Bolt spacing 4 inch and bolt edge distance 3 inch. In addition to checking block shear in the channels, design the thickness of the gusset plate to resist block shear.
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension member of A36 steel to resist the following service loads: dead load- 60 kips, live load 120 kips, and wind load = 50 kips. The member will be connected through one leg with 3/4-in diameter bolts in two lines and four or more bolts in each line (see figure below). Assume that the bolts are aligned and shear block failure is prevented. The member...
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load T=200 kips, and wind load T =500 kips. The double angle is connected to a 3/8" gusset plate with four A325-X bolt with diameter of /4" in standard bolt holes as shown in the figure below. Determine whether the double angle with such a connection can resist the given load or not. The double angle is 2L4x4x1/4. One angle's gross cross-sectional area A =1.94...
Figure 1 shows the layout of countershaft used to transmit power to a blower through a pulley drive (4-5). Pulley (driving sheave) 4 has a diameter of 125-mm and pulley (driven sheave) 5 has a diameter of 75 mm. Pulley 5 is mounted vertically below pulley 4 (as shown in the figure). Belt tension on the loose side is 20% of the tension on the tight side. A power of 7.5 kW is transmitted via the gear set (2-3) from...
please help and thank you
Materials Needed per class: 1 box of 24 microscope slides of meiosis 1 1 box of 24 microscope slides of meiosis 2 red and yellow popbead chromosome kits Objectives To become familiar with the process of meiosis and to be able to identify the principal phases of meiosis To understand how the process of meiosis is similar to mitosis and how it differs from mitosis Introduction The genetic information of a cell is encoded in...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
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