**Exercise 23: WT8×50 Shear Lag Factor and Effective Net Area Calculation**---For a WT8×50 section attached through its flange to a 12×3/4 inch plate with eight 7/8 inch diameter bolts spaced at 3 inches apart and arranged in two rows as depicted in Figure P4.23, compute the shear lag factor. Consider Case 2 and Case 7 for this calculation. Additionally, determine the effective net area of the WT section.---**Diagram Explanation:**The diagram illustrates a WT8×50 structural section connected to a 12×3/4 inch plate. The plate is secured to the WT section using bolts, visible in two rows on the flange. The schematic representation shows the size specifications and layout necessary to understand the bolted connection for this particular exercise.

23. For a WT8x50 attached through a flange to a 12×3/4 in. plate with eight 7/8 in. bolts at a spacing of 3 in. and placed in two rows as shown in Figure P4.23, determine the shear lag factor (consider Case 2 and Case 7) and effective net area of the WT. P4.23 -WT8x50 PL 12x³4

23. For a WT8x50 attached through a flange to a 12×3/4 in. plate with eight 7/8 in. bolts at a spacing of 3 in. and placed in two rows as shown in Figure P4.23, determine the shear lag factor (consider Case 2 and Case 7) and effective net area of the WT. P4.23 -WT8x50 PL 12x³4

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: Bottom chord of truss is composed of two angle bars each having a dimension of 192 mm x 95 mm x 5.4…

A: Bottom Chord of Truss : The horizontal member at lower edge of truss which carries the applicable…

Q: Determine the tensile design strength of a IPB260 with two lines of 1 inch (2.54 cm) diameter in…

Q: Fom the given trusses below, determine the force in the member MN. (kN) Int: V =-20.9 kN %3D ote:…

Q: in eadh member. =s dondopad at in at C A.

A: Find distance 'x'h=122-x2=52-13-x2x=11.0769mh=122-x2=4.6154mTake moment about C:∑…

Q: 2. Knowing that all joints are glued except along C which is fastened by two bolts at A and B,…

Q: Problem 2 Find the smallest diameter of bolt that can be used in the clevis if P = 400 kN. The…

Q: Sample Problem 5: Compute the forces in members CD and JK, given that P = 3000 lb and Q = 1000 lb.…

Q: Determine the maximum factored load Pu that can be applied to the joint shown in Figure P7.11-1. The…

Q: A Given: P = P₁ = 1.2DL + 1.6LL DL= 30 kips 40 ft- H Joooooo B 1.5P 40 ft- Techipe oooo C 40 ft D F…

A: Given- D.L=30 kips L.L=65 kips The formula for P is given as, P=Pu=1.2D.L+1.6L.L =1.2x30 + 1.6x65…

Q: 3- Shaft ABC is composed of two segments: segment AB, which is hollow-core; and segment BC, which is…

Q: An eccentrically loaded bolted connection is shown. Diameter of A 325 bolts in standard holes is…

Q: SITUATION. The special wrench shown is used for difficult-to-access bolts which have a low t…

Q: 62.5 mm- h Key 55° The cast iron block with cross-sectional dimensions of 62.5 mm by 62.5 mm…

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: Dont round off inital values, round off final answer only Include: Shear and moment diagram…

Q: Three boards each 50mm thick, are nailed together to form an I-Beam that is subjected to a vertical…

A: Vertical Shear in beam, V = 1200 N Allowable shearing force for each nail, F= 400 N Three boards of…

Q: 6-82. A 5-lb force is applied to the handles of the vise grip. Determine the compressive force…

A: To Determine :- Compressive force developed on the smooth bolt shank A at the jaws, NA

Q: Montebon, Jamaica Mae B PIate No. lo Vir tyal Work Method (Trusses) ID NG. 16-0893-335 #1. Determine…

Q: A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the…

A: Shear resistance : Shear strength refers to a material's or component's resistance to the type of…

Q: b) Design check of an equal angle 150 × 150 × 10 for an axial factored tensile force 300 KN using…

Q: Prob 5 Two plates, 100mm wide and connected by 20mm rivet is acted by a 12.5kN force. Determine the…

A: Objective: To determine the minimum required thickness fo the plates. Given: Width of the plates…

Q: Gm Ha 4 m 4 m 200 kN 96 kN 96 kN 75 x 75x 6 mm 14 mm gusset plate 75x75x13 mm Pac Pac Figure shows a…

Q: 2. Problem 7.8-2 Determine the adequacy of the hanger connection in Figure P7.8-2 Account for prying…

A: Question is based on hanger connection . Value of dead load , Live load and other dimensions are…

Q: 1- A simply supported beam is composed of three plates, which are fastened together using bolts that…

Q: Determine the development length of the #9 bars. Is it safe?

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

Q: 4. The steel truss that is shown in the Figure below is loaded with three concentrated service live…

A: Factored live load = 200 kNForce on the member is calculated using the Influence line diagram.Member…

Q: A wide flange section has the following properties. A- 6645 mm2 by - 152.40 mm t- 10.80 mm d- 449.58…

A: Given properties of wide flange section are area A=6645mm2 bf=152.40mm…

Q: 4. The steel truss that is shown in the Figure below is loaded with three concentrated service live…

A: Factored live load = 200 kNForce on the member is calculated using the Influence line diagram.Member…

Q: A 5¹8 x 15 DF axial combination 5 glulam is used as the tension member in a large roof truss. A…

Q: 1-A simply supported beam is composed of three plates, which are fastened together using bolts that…

A: While straightforward in plan, the bolted joint is one of the most well-known manners by which…

Q: PROBLEM: The forces in each member are used by method discussed in your theory of…

Q: 5.42 The wall bracket shown is pin-connected at points A, B, and C. Calculate the pin reactions at…

Q: A tension member is to consist of two C10 channels and two PL 1/2 11, arranged as shown in Fig.…

A: Design of channel section using LRFD and ASD design: Step-1:Calculate the load acting on the section…

Q: bolt circle of radius 125mm. Determine lts if the shearing stress is limited to

Q: Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for…

A: P = 1.2 DL + 1.6 LLDL = 30 kipsLL = 65 kipsTo Find :Design an economic double equal leg angle…

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: 1- A simply supported beam is composed of three plates, which are fastened together using bolts that…

A: We will find maximum shear force in bolt.

Q: The reinforcement steel consists of 5 bars with each having a diameter of 13.75 mm. Take pb=0.425.…

A: diameter= 13.75 mmpb=0.425ymc =1.5yms =1.15NOTE:Since you have posted multiple questions, we will…

Q: 5 A flanged bolt coupling has ten 12-mm di ameter steel bolts on 500 mm diameter b olt circle and…

Q: H.W The omPound shaft Shown is attache SuPRits, for the bronze Segment AB, the oliame ter is 75mmp…

A: from the given question, we haveT=TA+TC eq1θAB=θBCTLGJAB=TLGJBC eq 2

Q: Prob 5. Classify each of the structures as statically determinate, statically indeterminate, or…

A: Objective: To classify the given structures as statically determinate, statically indeterminate,…

Q: 15. How many zero members are there in the shown truss below? Write them in your answer sheet. A.…

Q: 10/.. find the shear stress in bolts 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 300…

A: It is required to determine the force on each bolt. P=ForceNumber of bolts=80 kN8=10 kN It is…

Q: For the figure shown, determine the average shearing stress in the bolt and the bearing stress at C…

A: For the given details,

Q: Part B - The internal reaction at B Assume that the axial member is in equilibrium and the applied…

A: F3=3kN F4=2 kN

Question

**Exercise 23: WT8×50 Shear Lag Factor and Effective Net Area Calculation**

---

For a WT8×50 section attached through its flange to a 12×3/4 inch plate with eight 7/8 inch diameter bolts spaced at 3 inches apart and arranged in two rows as depicted in Figure P4.23, compute the shear lag factor. Consider Case 2 and Case 7 for this calculation. Additionally, determine the effective net area of the WT section.

---

**Diagram Explanation:**

The diagram illustrates a WT8×50 structural section connected to a 12×3/4 inch plate. The plate is secured to the WT section using bolts, visible in two rows on the flange. The schematic representation shows the size specifications and layout necessary to understand the bolted connection for this particular exercise.

Expert Solution

Step 1 Steel T section

Reference : Structural analysis, Steel T sections.

Given :

A flange attached to a plate in inverted form by bolts.

To find :

1. Shear Lag factor

2. Effective net area of WT

Step by step

Solved in 5 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

The force in member EF using the method of section. [Handwritten solution required]
3. A vertical member of a steel truss is subjected to a service live load of 15 kN and a service dead load of 50 kN. The single angle bar is connected to the guzzette plate by single row of 5 bolts. U = 0.80 for 4 or more as per table 504.3.1. Determine if the vertical member is safe to carry the load. The hole diameter is 20 mm. The angle bar is 75 mm x 75 mm x 6mm. Given: Ag = 875 sq mm Gross width = 144 mm thickness = 6 mm U = 0.80
No wrong answer pls
7. Determine the horizontal shearing stress at 95 mm above the Neutral Axis. 8. Determine the spacing of the bolts.
2. For the plate shown whose bolt diameter is 10mm, determine the maximum shear that every bolt can resist. P= 27 (AN) 2P O Tsmm J0o mm 75mm 125 mm 2P (N) 150 mm
Question 2 Using the Method of Sections find the force in member JK. 15 kips 20 kips 20 kips 10 kips C D Ligh K H A B J 6 bays @ 15'-0" = 90'-0" Upload Choose a File M G N 12'-0"
If the allowable bearing stress in the bolt is 18.855 ksi. what is the minimumrequired diameter of the bolt at B? b= .75” h= 7.874” Distances are in feet.
Rigid bar ABC is supported by member (1) at B and by a pin connection at C. Member (1) has a cross sectional area of 1.00 in.² and a yield strength of 33 ksi. The pins at B, C, and D each have a diameter of 0.3 in. and an ultimate shear strength of 78 ksi. Each pin connection is a double-shear connection. Specifications call for a minimum factor of safety in member (1) of 1.3 with respect to its yield strength. The minimum factor of safety required for pins B, C, and D is 2.8 with respect to the pin ultimate shear strength. Determine the allowable load P that may be applied to the rigid bar at A. Use overall dimensions of a = 57 in. and b = 117 in. a b B kips P Answer: Pallow= i
-150 mm 15 mm 4. centroidal axis x9x of the beam's cross-sectional area. Neglect the size of the corner welds at A and B for the Determine the location y of the 150 mm -15 mm -ĩ calculation. 50 mm
Three steel bolts are to be used to attach the steel plate shown to a wooden beam. The plate will support a 110KN and the ultimate shearing stress for the steel used is 360MPA and that a factor of safety of 3.35 is desired, determine the decrease in the bolt diameter required if the 110kN load is decreased to 90kN. 1OKN
6-82. A 5-lb force is applied to the handles of the vise grip. Determine the compressive force developed on the smooth bolt shank A at the jaws. 0.75 in. AAAAAAAA 20° -1.5 in.1 in. 3 in. 5 lb 5 lb
STEEL STRUCTURES