what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in. Fexx=70ksi

what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in. Fexx=70ksi

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The welded girder shown in the accompanying illustration has an external shear VD = 300 k and VL =…

A: VD=300 kVL=350 k

Q: PROBLEM 9.9 9.10 In the bolted connection of Figure 9.12, assume that the bolts are in. in diameter…

Q: x=0.76 inch, determine... 3. The Tensile strength Tn (LRFD) neglecting block shear failure mode

A: Given data W16x 36 3/4 in dia hole

Q: q) what is the tensile rupture capacity of flange plate of the flange connection in kips? (2 decimal…

A: Yield Strength : Yield strength is a maximum stress a structure can bear beyond the maximum stress…

Q: Calculate strength of single V butt joint to join 2 plates 300 x 16 mm with fy = 250 MPa. Assume…

Q: Check the bolted section of the given gusset plate connection assuming that the connection is done…

Q: Determine the controlling (lowest) net area of the member. X = 2.69 Y = (6-2.69)/2 Z=0,7 Y" -X Y" 5…

A: Controlling net area

Q: Determine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure.…

A: 38×6 plateFu = Ultimate strength = 58 ksiFy = Yield strength = 36 ksi

Q: what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal…

A: Tensile Strength: The Tensile strength of a material defines as the stress in tension that material…

Q: 11) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal…

A: Explanation: The given things has been provided above

Q: The connection of the drawbar and tie plate combination given below will be made by welding with two…

A: Welded connections: The point at which two or more pieces of metal are joined together is known as…

Q: what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal…

A: Beam flangeW 16 x 50A992 steelA992 Fy = 50 ksi, Fu = 65 ksiEffective bolt hole diameter = bolt hole…

Q: A riveted connection is shown in the figure 3.26. A 25 mm diameter A 502, grade 2 rivets are used. A…

A: To compute:Tensile strength when shear stress of rivet governsTensile strength when bearing stress…

Q: Problem 1: Two plates will be connected to each other though the bolt connection or weld connection…

Q: Determine the load-carrying capacity of the 2 PL 5/16 x 3 tension member shown based on the limit…

Q: The following image shows a front and side view of the column connection. The bolts have a diameter…

Q: t) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal…

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

Q: 5. what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal…

A: a)Thickness of shear plate= 0.5 inA992: Fy = 50 ksi, Fu = 65 ksiA36: Fy = 36 ksi, Fu = 58…

Q: The connection is shown in Fig. 3. Two cover plates are applied to connect the steel plates by…

A: Given data:- The given size of fillet weld hf = 10 mm The tensile strength of steel plate f = 215…

Q: 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Beam W 16 x 50 (tw = 0.38 in, bf = 7.07 in, tf = 0.63 in) A992 (fy = 50 ksi, fu = 65 ksi) Effective…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

Q: Investigate both the tee and the bolts in the hanger connection in Figure . Include the effects of…

A: Solution a. Use LRFD. b. Use ASD.

Q: Bolted and Riveted Connections 1. From the bolted connection shown, the diameter of bolts is 18mm0…

A: Solution: Given: db = 18 mm dbo = 18+3 = 21 mm Section: 100 x 75 x 8 mm Ag = 1340 mm2 t = 9 mm A36…

Q: Problem 2: What is the U value for these cases? 1. Plate connected using bolts (fasteners) only. 2.…

A: Note: Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: PROBLEM 1: CHECK THE ADEQUACY OF MEMBER BC WHOSE THICKNESS IS 14 mm, FIGURE : to

Q: j) what is the bolt shear capacity of the flange connection in kips? (2 decimal places) A992:…

A: Answer We are given W 16 x 50 beam Flange A 992 (fy = 50 ksi , fu = 65 ksi) Effective bolt hole…

Q: A Channel Cóx13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using…

Q: he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is m. A 36 steel is…

A: t= 12 mmd= 16 mmFy = 248 MPa and Fu = 400 MPaThe standard nominal hole diameter of 16 mm bolts = 17…

Q: what is the flexural rupture capacity of the shear plate of the shear connection in kips?

A: A36: Fy = 36 ksi, Fu = 58 ksieffective bolt hole diameter = bolt hole diameter + 1/16"bolt diameter…

Q: Please show solutions on how to get the 0.5 and 1.0 value. The circle green in the figure. Civil…

A: The block shear failure consists of two failure surfaces The tension failure The shear failure The…

Q: what is the tensile rupture capacity of flange plate of the flange connection in kips? (2 decimal…

A: Given that :-properties of beam are - Properties of material are -Required that :- tensile rupture…

Q: The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with…

A: The given connection with dimensions as follows :

Q: what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal…

Q: and L = ( 6.5 + 1.5b) inches. Determine the design strength oR, for the concentrically loaded weld…

A: Fillet weld: - It is defined as the process in which two metal pieces join together perpendicularly…

Q: A WT6x15 shape made from A36 steel will be welded along its flanges to a gusset plate.…

A: The objective of the question is to determine the LRFD available strength for gross tension yield of…

Q: Determine the LRFD design strength and the ASD allowable strength. Neglect block shear. A36 steel…

Q: For the tension member shown, compute the following. a. The tensile design strength. b. The…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…

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

A: We know that considering bolt-hole deformation is a design consideration bearing capacity of the…

Concept explainers

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

20) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places)

A992: Fy=50ksi, Fu=65ksi
A36: Fy=36ksi, Fu=58ksi
effective bolt hole diameter = bolt hole + 1/16"
beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.
Fexx=70ksi

4"
1.5" 1.5"
(4)-3/4"Ø A325
SSLT Bolts
5/16N
5/16
PL1/2" - A36
Shear Plate
W16X50
A992 - Beam
886
3@3"=9"

0.5"
3"
3@3"=9"
| 1.5"
2"
3 Sides)
5/16
5/16
5.5"
====::::
2"
(8)-3/4"Ø A325 STD Bolts
PL1/2" - A36 - Flange Plate

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: Given things in the question has been provided below

VIEW

Step 2: Calculation of area of flange plate and shear strength has been shown below

VIEW

Step 3: Calculation of Weld capacity has been shown below

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 4 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

The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58 ksi. The connection is with 9/8-inch-diameter bolts. -→| 20 |einetein | 21 | 6 spaces @2" t = 1/2 in. Compute the nominal strength based on the net section. (Express your answer to three significant figures.) P₁ = kips
20. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksit) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places)
List down in correct chronological order the necessary water treatment plan processes. Define the purpose of, and describe each process.
Determine the size of the weld using E60 electrode. Dead Load = 38 kip and LL = 95 kips (Service Loads) 10 in- 10 in- -10 in W = ?
k) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
16) what is the tensile yielding capacity of flange plate of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
PLEASE ANSWER ALL OF THIS QUESTION ASAP!!!
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 c. 87.8 d. 43.9
The link shown is 9,25 in. Thick, and has a single Shear Pin connection. what is most nearly the required diameter (in) of the Pinif (tis average allowable shear Stress is 12ksi? 4 2in 20ksi
Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long
SITUATION B. strength and the allowable strength considering the following members. Analyze the members separately except for No.7. 5. 6. Given the connection below bolted with M22 bolts, solve for the design tensile A992 W360x122 A36 L152X102X14.3 7. Built-up Section with Ey=345 MPa and Fu=450 MPa W 360 X 122 75 100 mm 100 -P L152X102X14.3 bf/2