Need answers with very less explanation but very ASAP 11) Light gauge steel studs are attached to top and bottom tracks usingA) nails.B) self-tapping screws.C) bolts in pre-drilled holes.D) rivets.E) staples.12) The most common center-to-center spacing for LGS studs isB) 16 inches.A) 19.2 inches.C) 24 inches.D) 12 inches.13) A minimum ofA) 3stud(s) is required at a wall comer.B) 1C) 2D) 4TRUE/FALSE Write T' if the statement is true and 'F' if the statement is false.14) Light-gauge steel construction is use extensively for interior partitions and exterior load-bearingwalls in Type I & Type II construction.15) Light gauge steel members are heavier than the equivalent wood member.

"Since you have asked multiple question, we will solve the first question for you. If you want any…

Answered: 11) Light gauge steel studs are…

11) Light gauge steel studs are attached to top and bottom tracks using A) nails. B) self-tapping screws. C) bolts in pre-drilled holes. D) rivets. E) staples.

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter28: Structural Components Of Framed Construction

Section: Chapter Questions

Problem 28.34Q

See similar textbooks

Related questions

Q: Why would we want to know the total head at any point in a soil mass where seepage is occurring?

A: Total head in soil is useful in determining the flow direction of seepage in following way .

Q: Check the right statement about ZAV line: A) The “zero air voids line (ZAV)” line shows the (theore...

A: In the above question we need to chose as per the ZAV which is stand for zero air void line. The zer...

Q: Find the average of the torque in kN.m. which a shaft of 50 mm diameter can transmit safely if the a...

Q: 3. For the following problems, a beam segment subjected to internal bending moments at sections A an...

A: with the given data the question has been solved below

Q: load on the link shown below is a max om AISI C1020, as rolled, and it has a. » and N = 1.5. Determi...

Q: Indirect Cost is 7,000 Php Cost Per Day to Activity Normal Time Crash Time Crash A 5 6,900.00 8. 6,0...

Q: For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3...

Q: Determine the concentrated load at midspan that can be added if the uniformly distributed load o is ...

A: We have to determine the concentrated load at midspan that can be added if the uniformly distributed...

Q: Determine the maximum allowable volume flow rate in L/min that can be carried through a standard ste...

Q: Determine the concentrated load at midspan that can be added if the uniformly distributed load o is ...

A: Concentrated load for safe design of bending stress at mid of beam = 17.403 KN. Here we use pure ben...

Q: The 3-Mg truck is traveling at 15 m/s when the brakes on all its wheels are applied, causing it to s...

A: Determine the constant horizontal force developed in the coupling C, and the frictional force develo...

Q: rectangular beam has b=300mm and d=540mm. It is reinforced for tension to only with 8-25mmø bars wit...

Q: What is the usefulness of viewports Allows us to see the screen or on paper different views of the s...

A: Ans = A (allows us to see the screen or on paper different views of the same project). Viewports all...

Q: Soil stabilization can be achieved by:

A: Answer :- Option d All of above Soil stabilization can be achieved by:- (1) Mechanical Soil stabiliz...

Q: W.S.V

Q: The vertical stress at some depth below the corner of a 2m x 3m rectangular footing due to a certain...

A: To Find :- stress at the centre of 4m × 6m footing

Q: determined in greenwich civil time when it is a) 8:35 AM at 90 degree west longitude b) 10:08AM at...

Q: Describe the safety precautions for 1 ton liquid chlorine containers (i) in manufacturing to prevent...

A: (1) Safety precautions for 1 ton liquid chlorine containers in manufacturing to prevent explosions:...

Q: A technician obtained a soil void ratio of 1.5. It is okay because it is possible to measure void ra...

A: Void ratio is defined as volume of voids divided by volume of soil solids. i.e, void ratio (e) = Vv ...

Q: A. Given properties of cement, sand and gravel is presented in the table below: Specific Density, Ma...

A: Given : Specific gravity and density of materials are given. Mass and volume of each material is to ...

Q: A soil profile is shown in the Fig. below. Calculate the effective stress, neutral stress, and total...

Q: 1. What is the importance of CADD in your civil engineering course? 2. What is the function of the ...

A: Importance of CADD in civil engineering Course. Use of computers in the field of civil engineering h...

Q: Which of the following most nearly gives the total active thrust on the wall? a. 114.8 kN b. 162.4 k...

Q: A trapezoidal canal with base width of to 2 m at the bottom conveys water at a depth of 1 m. Compute...

Q: 6. Backwashing is used in A. Filtration processes B. Ion-exchange processes C. Membrane processes D....

A: Backwashing is used in membrane processes. Backwashing is used in reverse direction of flow. In memb...

Q: 2. Determine the shearing stress in each of the four walls of a portion of a structural aluminum tub...

A: Given, Torque =3 kN-m=26.55 kip-in Dimension=100×51 mm=3.93×2 in Wall thickness=4 mm=0.15 in.

Q: Young's modulus E and yield on of the values of d and t so tl Iding nor buckling occurs in any rammi...

Q: st. Determine the constant horizontal force developed in C, and the frictional force developed betwe...

A: kinematics - since the motion of the truck and trailer is known , their common acceleration a...

Q: Determine the total hydrostatic force (N) in an inclined, rectangular gate 563.19 mm width with wate...

A: First find the depth of centroid. Then using this value calculate the pressure at centroid. Finally ...

Q: Which state grid is use to design perspective Parametric Isometric Pro-optic Rectangular

Q: H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of ...

A: Given data, Required: (a) the maximum tension bending stress at any location along the beam (b) t...

Q: 2. If 250-N force is applied to the lower piston (D1 = 4 cm), what is the magnitude of the force F2 ...

Q: A plane frame shown in the figure has linear elastic springs at node H. The spring constants are k, ...

Q: ons. A body of 30 metric tons mass is moved laterally on the deck 10m and the end of a 1.2m plumb bo...

Q: 1. A tank is fitted with a manometer on the side, as shown below. The liquid in the bottom of the ta...

Q: Estimate the elastic settlement proposed by Mayerhof. Then, Estimate the elastic settlement proposed...

A: In the above question we have shallow foundation and the measurement of the shallow foundation is gi...

Q: What is the correction factor for a soil with Gs=2.70? 0.99 1.03 2.70 None of the above

A: in the above question, the specific gravity of the soil solid is given and we need to determine the ...

Q: Question 1. Determine the support reactions and sketch the axial force, shear force and bending mome...

Q: The member of the structure weights 200 lb/ft. Neglecting the weight of the member find the safe val...

A: Find the safe value of P in kips

Q: Two specimens of clay A and B are tested in a consolidated apparatus. If: (m)A=3.6 x 10-4 m²/kN (m)B...

Q: In a core – cutter test a steel cylinder having a mass of 1527 g, an internal dia. of 102 mm and a l...

Q: prestressed concrete beam has the following characteristics: a width of 300mm overall depth of 600m...

Q: Problem 12 A plate is fastened to a fixed member by four 16mmo rivets arranged as shown. Compute the...

A: Calculate maximum shearing stress?

Q: The vertical stress at point P1 due to the point load Q on the ground surface as shown in figure is ...

Q: If a triangular gate of height 694 mm and base of 566 mm is vertical and submerged in c with its ver...

A: Height of triangular section = 694mm Base of Triangular section = 566mm Oil density = 800kg/m3 Assum...

Q: Draw the network diagram of the following information: a. At the start of the project, each of 3 sep...

A: From the given information, there is no activity following C, which indicates a dummy activity and f...

Q: Design for the circular section the maximum uniformly distributed load that can be loaded for the be...

A: Firstly Calculate Bending Moment and Shear force by drawing Bending Moment and shear force diagram A...

Q: Draw the isometric diagram of each problem. Also, show measurement. 100- -20- -2 X R30 -2X R15 120 6...

A: Isometric View without dimensions

Q: If 250-N force is applied to the lower piston (D1 = 4 cm), what is the magnitude of the force F2 tha...

Q: A piston is used to support a load of 90 kN. The hydraulic oil used has a specific gravity of 0.81. ...

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Need answers with very less explanation but very ASAP

11) Light gauge steel studs are attached to top and bottom tracks using
A) nails.
B) self-tapping screws.
C) bolts in pre-drilled holes.
D) rivets.
E) staples.
12) The most common center-to-center spacing for LGS studs is
B) 16 inches.
A) 19.2 inches.
C) 24 inches.
D) 12 inches.
13) A minimum of
A) 3
stud(s) is required at a wall comer.
B) 1
C) 2
D) 4
TRUE/FALSE Write T' if the statement is true and 'F' if the statement is false.
14) Light-gauge steel construction is use extensively for interior partitions and exterior load-bearing
walls in Type I & Type II construction.
15) Light gauge steel members are heavier than the equivalent wood member.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Two steel plate tension members have been connected using 0.72” diameter bolts arranged in an equally-spaced four by four square formation.Total plate self-weight is specified as 912 pounds.Design of the elements adhered to the set of values that are twice as much as the minimum requirements. Both plates have a thickness equal to 1/3 in. Take shear fracture stress as 54ksi and the min required edge distance as 0.125ft. a)Sketch the connection showing all the details and measurements with units. b)Find the maximum allowable service dead load(excluding the self-weight)and live load assuming live load is half as much as dead load including the self-weight of the plates.
Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts T12 mm te12 mm P 300 75 75 75 Edge distances = 75 mm %3D dnole for tensile and rupture = dp +3 mm %3D dnole for bearing strength for Lec = d + 1.5 mm Fy = 248 MPa Fu = 400 MPa %3D En 330 MPa %3D Use LRFD design method. Determine the design strength due to tensile rupture strength of plates. (kN)
a] Compute LRFD 6.) Compute ASD CIVIL STEEL DESIGN ENGINEERING- BOLTED CONNECTION Sample Problem 5: The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 4 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm Fy = 248 MPa F₁ = 400 MPa Fy = 276 MPa Nominal hole dia. = 27 mm 75 T+ 100 Gusset Plate 100 F 100
QUESTION 5 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.295 in. Fexx=70ksi what is the bolts shear capacity in kips? (2 decimal places) 0.5"| 1.5" 1.5" 5/16 _ 4-3/40 A325 SSLT Bolts 5/16
Two steel plate tension members have been connected using 0.72” diameter bolts arranged in an equally-spaced four by four square formation.Total plate self-weight is specified as 912 pounds.Design of the elements adhered to the set of values that are twice as much as the minimum requirements. Both plates have a thickness equal to 1/3 in. Take shear fracture stress as 54ksi and the min required edge distance as 0.125ft. Find the maximum allowable service dead load(excluding the self-weight)and live load assuming live load is half as much as dead load including the self-weight of the plates.
Consider the following bolted connection. Slippage is permitted. Member: L6x6x3/4 3/16 “ gusset plate Pu Pu A36 steel 3.5* 1"diameter A325-X bolts 1 1/4" 3 " 3* 1 1/4" Question 3.1: Please, indicate if the combined bolt shear strength is closer to: Question 3.2: Please, indicate if the combined bolt bearing strength is closer to: Question 3.3: Please, indicate if the angle yielding strength is closer to: Question 3.4: Please, indicate if the angle fracture strength is closer to: Question 3.5: Please, indicate if the angle block shear strength is closer to: Question 3.6: Please, indicate if the overall connection strength is closer to:
Determine the net tensile area for the connection plate shown. Use a 3/8" plate with 3/4" bolts with standard holes 5" 2" 3. 3" 2" O 2.5" typ. 5" 1,2
A) The 3/4 in x 15 in plate has 4 rows (or horizontal lines) of bolts. Each row has 3 bolts. The bolt diameter is 7/8 in. Determine the gross area (Ag) and the net area (An) 3/4 15 O O O O O O Q O O 3" 3 27 3 784 Bolts Pet *
Given: Compute A,, and A, for a 14-in.-wide and ½-in.-thick plate subject to tensile loading with staggered holes as shown in Figure ½" thick- P 2.00" 3.00 4.00 3.00 2.00 A B EF O s=2.50" D G 34" bolts in 13/16" holes P
Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel. X = 0.7 Y = 3.8 Z=1/2 Round your answer to 2 decimal places. Your Answer: Incorrect The answer is 77.15 ± 1%. 1/2" X" bolts 1½" Gusset plate -L3 X 3 X Z Tu I
The bolted connection shown in Figures is connected with 3/4-in-diameter bolts in standard holes. The plate material is A36 steel. By using strength level design (LRFD), find the available tensile strength of the plates. u=0.8 (5)-¾" bolts 4" C12× 20.7 | 4½" ,3" , 4½" |
The butt connection shows 8-22 mm diameter bolts spaced as shown below.Use NSCP2001 Steel strength and stresses are: Yield strength, Fy 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 148 MPa Allowable tensile stress on the net area = 200 MPa Allowable shear stress on the net area = 120 MPa Allowable bolt shear stress, Fv = 120 MPa Bolt hole diameter = 25 mm Calculate the allowable tensile load, P, under the following conditions: 1Based on the gross area of the plate. 2Based on the net area of the plate. 3Based on block shear strength. 50 100 50 50 100 50 40 80 40 12 mm 16 mm