gn a weld connection for an UNP 280×80×9 of S 355 (fy= 355 MPa and fu= 470MPa) steel connected to a 10 mm gusset plate. The guesst plate is S275. Please draw all calculated values on a sketch with full dimensions. D= 335 KN L= 670 KN

gn a weld connection for an UNP 280×80×9 of S 355 (fy= 355 MPa and fu= 470MPa) steel connected to a 10 mm gusset plate. The guesst plate is S275. Please draw all calculated values on a sketch with full dimensions. D= 335 KN L= 670 KN

Residential Construction Academy: House Wiring (MindTap Course List)

4th Edition

ISBN:9781285852225

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter1: Residential Workplace Safety

Section: Chapter Questions

Problem 16RQ: Direction: Circle T to indicate true statements or F to indicate false statements. Copper is not a...

See similar textbooks

Related questions

Q: An air chamber is held together by bolts. d = 20 cm, D = 40 cm. A-A: 20 bolts, Dvolt = 2.5 cm. A…

A: Given:- The smaller diameter of the air chamber at B - B= d = 20 cm The larger diameter of the air…

Q: *A bracket is held in place using a circular pattern of 6 bolts as shown. The circular pattern…

Q: An ISA 90 x 60 x 8 mm of steel of grade Fe410 is connected to a 12 mm gusset plate and is used as a…

Q: A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate…

A: Given: 1⁄2 × 5-inch plate of A588 steel. ⇒Width, b=12in⇒Thickness, t=5 in Diameter of bolts = 5⁄8…

Q: Determine the tensile capacity of the angle shown. The diameter of the rivet is 7/8". Fy = 36 ksi,…

A: The net width of the given angle section is: wg=1+2+2+2.4+2.4+1.2=11" Effective hole diameter d0 =…

Q: 2. A connection is made from two 1.9 cm bolts in parallel, placed on a 21.6 cm wide steel bar. The…

A: Given data:- Diameter of bolts,d = 1.9 cm Thickness of steel bar, t = 2.54 cm Ultimate strength of…

Q: i) what is the weld capacity of the shear connection in kips? (2 decimal places) A992: Fy=50ksi,…

A: Weld Capacity : Weld capacity of a shear connection is determined by calculating the shear strength…

Q: 200 x 20 mm Plate • 5310 x 47.3 C310 x 30.8 Semi-circle Weld, 10mm radius

Q: Compute the net area. The tension member shown in Fig. P3-13 contains holes for 3/4-in Ø bolts. At…

A: Solution: The figure of plate is given below:

Q: Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Question 12. Determine the net area (An) and effective net area (Ae) for the channel tension member…

A: Given Data:Bolt Diameter = 34 in.Section =C6×13A36Area =3.83in2d=6inbf=2.157in

Q: Apply AISC LRFD procedure to design a welded connection for a vertical truss member L127x76x9.5 with…

Q: A WT7 x 41 bracket is connected to a W14 x 159 column with 5⁄16inch E70 fillet welds as shown in…

A: The load factor is the average load ratio to the highest demand. It depends on the value and the…

Q: The diagonal at the left to the connection is a double angle 90 mm x 90 mm x 8 mm, with area of 2700…

A: Answer We are given Ultimate strength Fu = 400 Mpa Yield strength Fy = 248 Mpa Bolt hole diameter =…

Q: An L 150 x 100 x 16 is used as a tension member, with one gage line of 20 mm bolts in each leg at…

Q: Calculate the shear stress that will need to be developed in the 1 inch diameter bolts, it the…

Q: Determine the LRFD design strengths ØP and the ASD allowable strengths P/f of the following section…

A: Answer (a) Fy =345 Mpa, Fu = 450 Mpa Bolt = 22mm tf = 11.18 mm We know that Nominal block shear…

Q: One leg of an 8 x 8 x 3/4 angle is to be connected with side welds and a weld at the end of the…

A: Fillet weld: This weld is a joint made by joining two metal pieces together which are perpendicular…

Q: A bracket is subjected to a load of 70 kN and is connected to a stanchion by welding. Find the size…

A: It is a type 1 welded bracket connection. Now, the value of r, as shown in figure can be computed…

Q: If 100 mm leg of ISA 100 65 8mm angle is connected to the gusset plate as shown below with total…

Q: ind design tension strength for this connection? 12"- PL ½x8 A36 steel -Weld

A: Assuming the weld thickness bc, t=1/4 " 1)The nominal strength of fillet weld: Fw=0.6Fexx(1+0.5 Sin…

Q: Compute the net area. The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.

A: The calculation of the net area An of the plate is given by - An = Bt - nϕht + nss24ghere,B =…

Q: CLO3: Determine the tensile capacity of the 1/2-in. by 7-in. plate shown in Figure bellow. The…

A: Given: The cross-section of the plate is ½ in x 7 in. The diameter of the bolt is 6/8 in. The value…

Q: Compute the net area. The tension member shown in Figure P3-14 contains holes for 1-in Ø bolts.At…

A: Given:- diameter = 1in To find:- net area

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Shear Rupture : Shear rupture causes due to high shear strength bolts or due to use of plates which…

Q: COLUMN 8pcs-20mm O bars DETAILS Sc D. 10mm 0 stirrups

Q: Determine the design tensıle strength (LRFD) of an ASTM A992 W8x24 with four lines of 4-in. diameter…

A: Tensile strength is the dimension of the amount of force acting on a particle to pull. LFRD is to…

Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A WT5 x 15…

A: Consider the free body diagram;

Q: Determine the value of “b” in millimeters. 2. Determine the net area for tension in plates in square…

Q: Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L5x31⁄2 x 1⁄2 LLBB.…

A: Calculate the moment of inertia about y-axis: Where; I is the moment of inertia about the y-axis A…

Q: Determine the LRFD design strengths ØP and the ASD allowable strengths Pn/ of the following section…

A: Answer (a) We are given W 12 x 30 (Fy = 345 Mpa, Fu = 450 Mpa) bolt diameter = 22 mm thickness of…

Q: Q2/ A100 X100 X8 mm angle is welded to a gusset plate,find L1 and L2.

A: Given:- force=200kN To find:- L1 L2

Q: Problem 4: In the tension member connected to a gusset plate as shown below. Determine the value of…

A: Width of member (B) = 400 mm Thickness of member (t) = 12 mm Diameter of bolt (d) = 30 mm From…

Q: 20 find the required fillet welds size if the alloweble shearstress is (9.4kN/km²) forthe figure…

A: C.G of the weld on X axis x=190×95+190×95+250×0190+190+250=57.3 mmand on y axis y=2502=125…

Q: Determine the ASD or LRFD weld size in the connection shown P = 16 kips 15" 9" 6" E70

A: Steel design or structural steel design there are two methods taking into account. The first one is…

Q: The effective throat thickness of a fillet weld not to be greater than.... a. 0.3t b. 0.6t C. t d.…

A: Throat is the part of weld which is assumed to be effective in transferring the stress. Throat is…

Q: Two steel plate tension members have been connected using 0.72” diameter bolts arranged in an…

Q: e P W-Section Weld S2 [S3 S3 S3 S2 Ss Ss S2 Calculate the shear load (kN) on the critical bolt at…

A: Solution:- P= 200 kN e = 0 unknown - shear Load

Q: The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The…

Q: Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: Design Fillet welded connection using E65X electrodes to connect three plate sections (W=20in &…

A: It is required to determine the ultimate load. Pu=1.2DL+1.6LL=1.210+1.6140=236 k It is required to…

Q: 1- A double angle section with unequal legs (200x100×12), long legs back to back is connected to a…

Q: The plate shown is attached by using three M12x2 grade 8.8 bolts. Which screw is subjected to the…

Q: Steel Column Bracket (cut from T-section)

Q: Determine the net area W12 x 16 1Ag = 4.71 in 22 of the shown in Fig. 3.7, assuming that the holes…

A: Given data : Gross area (Ag)=4.71 in2diameter of bolt (db)=1 inPitch of bolt (s)=2 inGauge of bolt…

Q: the connection due to shear of The 175 x 100 x 16 mm angle shown in the figure 3.28 connected to a…

A: Given, Properties of 175×100×16A=4181 mm2A 36 steelFy=289 MPa Fu=332 MPa t=17 mm Properties of A 490…

Q: Determine the allowable (ASD) tensile strength (kN) of the angle shown. The plane of connection lies…

Q: PLEASE SHOW ALL WORK! Use ICR method to determine the required load in each bolt (k). Р, 3 50 k 2 in…

Q: weld connection for an UNP 280×80×9 of S 355 (fy= 355 MPa and fu= 470MPa) steel connected to a 10 mm…

A: Given:- UNP 280 * 80 * 9 t = 10mm fy= 355 MPa fu= 470MPa S275 To find:- Weld connection design

Q: Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be…

A: Answer We are given HSS 6 x 0.5 gap allowance = 1/16 inch ASTM A 500 grade B steel Length of HSS…

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

Design a weld connection for an UNP 280×80×9 of S 355 (fy= 355 MPa and fu= 470MPa) steel connected to a 10 mm gusset plate. The guesst plate is S275. Please draw all calculated values on a sketch with full dimensions.

D= 335 KN
L= 670 KN

t =10 mm
D = X kN
L= 2X kN
UNP 280×80×9
Figure 2

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1 Solution:-

VIEW

Step 2 Solution:-

VIEW

Step 3 Answer:-

VIEW

Step by step

Solved in 3 steps with 1 images

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

Convert the following and round off to nearest hundredth if necessary. 10ft³ to cm³
Calculate the value of b in millimeters. USE NSCP 2015.
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee A w24 X55 is used as a beam with a length of 6m. The beam is supported by a bearing plate of 300 mm x 200 mm x 30 mm on the wall having a thickness of 250 mm.Properties: d=598.68mmbf = 177.93 mmtw =10.03mm k=33.34 mmtf = 12.83mmFy = 250 MPaQuestions:1. Determine the design strength for web local yielding.2. Determine the design strength for web crippling.
Please do both qestions Q1 - Inner diameter = 47.0 mm Q2 - Inner diameter = 12.6 mm
*pls refer to image for correct data. A 30 m steel tape weighing 14.23 N is of standard length under a pull of 7 kg, supported for full length. The tape was used in measuring a line 789.25 m long on smooth level ground under a steady pull of 12 kg. Assume E=2*10^ 6 kg/cm^ 2 and the unit weight y of the steel to be 7.9*10^ -3 kg/cm^ 3 . a) Determine the cross-sectional area of the tape. Hint: y = W/V b) Determine the correction due to pull for one tape length. c) Determine the total correction due to pull. d) Determine the corrected distance.
solve parts 8,9 & 10
Equivalent:G = 6|M = 4L = 8
30 - A homogeneous, planar plate of constant thickness in the figure the coordinates of the centroid M(Xm,Ym) of the surface area, Find the team (x,y). t= 3 cm and a= 9 cm. Find the coordinate (Ym) of the center of gravity of this planar plate on the y axis.A) 14.18B) 15.05C) 15.62D) 12.25E) 17.5
Determine the centroidal z-coordinate (in mm, round=off to 2 decimal places) of the wire figure shown.
A torque wrench is used to tighten the nut on a bolt. If the dial indicates that a torque of 60 lb # ft is applied when the bolt is fully tightened, determine the force P acting at the handle and the distance s the needle moves along the scale. Assume only the portion AB of the beam distorts. The crosssection is square having dimensions of 0.5 in. by 0.5 in. E = 29(103) ksi.
The bar composed of aluminum was sustained by the 14 mm2 cross-sectional area of the pin-connected rod CB. When the bar is vertically deflected at D, calculate the vertical deflection of the bar when distributed load is applied Given: E = 68.9 x 10^9 Pa
NOTE: Use 3 decimal places and only input the numerical value