Home Work- Draw the sectional front view, the topview and side view of a single-riveted buttjoint for 12 mm plates thickness, show thepitch, margin , and over all length of strap.- Draw the sectional front view, top view ofa double lap joint for 14 mm platesthickness, and rivets diameter are 22 mm,the type of first row rivers head ofpanhead and the second row with the head ofcountersunk.

Answered: Image /qna-images/answer/cec6820a-e9f6-4be5-b837-4250758850eb.jpg

Answered: Draw the sectional front view, the top…

Draw the sectional front view, the top view and side view of a single-riveted butt joint for 12 mm plates thickness, show the pitch, margin , and over all length of strap.

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

A: Given Data: A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole…

Q: What is the Nominal Shear Capacity of the following shear splice 3/4" A325N bolts W18x35 W24x55 F1…

A: Anb = 3.14 x (3/4)2 = 1.76625 sq inch fu = 105ksi FOS = 1.25

Q: Determine the net tensile area for the connection plate shown. Use a 3/8" plate with 3/4" bolts with…

A: Given data, Plate thickness (t)= (3/8) = inches Bolt dia = (3/4) inches So, hole diameter= dh =…

Q: Draw and label the different types of trusses according to their classifications as to Simple,…

A: A simple definition of Truss would be as:- A truss is an assembly of members connected by nodes that…

Q: PROBLEM Determine the effective net area for the tension member shown. 000 3"3" 75 75 L 150x150x12…

A: Given - Angle L6×6×1/2 Bolt = 5/8 in Find out - Calculate the effective net area for the Tension…

Q: ) Different types of rivets and bolts.

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

Q: A PL 13 X 140 A36 steel plate is connected to a gusset plate using M19bolts. Determine the design…

Q: ) Determine the smallest net area of the tension member shown. The holes are for 19 mm Ø bolts at…

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: 2. PLATE WITH STAGGERED BOLTS Compute A and A for a 14-in.-wide and 2-in.-thick plate subject to…

Q: 3. You are to instruct the steelmen to cut steel reinforcing bars from full-length pieces for the…

A: Additional length of bar required for hook on one side = 9d Additional length of bar bar required…

Q: What is the required bolt diameter at B in mm? * 8.94 10.45 6.32 5.22 13.66 Compute the reaction at…

Q: Determine the net area for the plate PL // x9 with 3/4 in bolts indicate which area controls

A: Diameter of bolt = 3/4 in Number of bolts, n= 6 Size of plate = 1/2' * 9' It is asked to determine…

Q: Determine the critical net width for the staggered bolted connection as shown in the figure below.…

A: We will use formula of net width along section A B C D E .

Q: Problem 3.. for 7/8 in bolts. . Compute the net area for the 7/8 x 12 plate shown below. The holes…

Q: GIVEN: PL ⅜ x 5 ½ of A242 steel ⅜ - inch thick gusset plate A242 steel ¾ - inch diameter bolts…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: he riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If diameter of hole…

Q: a. reduction factor U for area b. effective net area FIGURE 3.12 L6 x 6 x ½ 1.67" %-in. bolts 3"3"…

A: Given:- The diameter of the bolts = 5/8 in The tension member used = L6×6×1/2 To determine:- a)…

Q: the design block shear strength (kN)

Q: Problem 1a. Determine whether each of the beams and frames below are internally determinate,…

A: No. of reaction = (3 for fixed 2 for hinge 1 for roller) a.)No. of Reaction = 4 (2+1+1) (2 for…

Q: 200 x 20 mm Plate The strength of the rolled section shown is increased by combining S section,…

Q: Determine the critical net area of the L152 × 89 × 7.9 tension member shown with staggered 22-mm…

Q: Compute A,, and A, for a 14-in.-wide and ½-in.-thick plate subject to tensile loading with staggered…

A: Given : Width = 14 inches Thickness = 1/2 inches Compute An and Ae for the given plate ?

Q: Solution accu

A: Approach to solving the question:Understand the concept of net area: The net area is the effective…

Q: Drawing B INSTRUCTIONS: USE M12 BOLTS GRADE 4.6/5 INCLUDE BOLT GAUGE DISTANCES AND EDGE DISTANCES…

A: Planning is the process of setting goals, defining strategies, and outlining the steps or actions…

Q: 17. Determine the net width for a 10×1/2 in. plate with 3/4 in. bolts placed in three lines as shown…

Q: 6. Given a sheared flat bar 8" in width, which is to have a double line of 1 3/8" Dia bolts, answer…

A: A sheared flat bar 8" in width, which is to have a double line of 1 3/8" Dia bolts.Need to finda.…

Q: built up sections determine the centroidal moi of the built up section shown in the figure. it…

Q: Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect block…

A: Answer We know that minimum strength given by gross section yielding or Net section ruture strength…

Q: The L6 x 4 x 1/2 single angle shown has two rows of bolts. Each leg has one row (one line) of 5/8 in…

A: Answer (B) Net area refers to the gross section area minus any holes, notches or other…

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: Write in brief about: gauge, pitch, edge and end distance of bolt joint.

A: The question is asking for brief descriptions of four terms related to bolt joints: gauge, pitch,…

Q: Determine the IBC minimum required nailing for the following connections. Search IBC Table 2304.9.1…

A: The following form are given:- a. Joist to sill or girder, toenail b. Bridging to joist, toenail…

Question

Home Work
- Draw the sectional front view, the top
view and side view of a single-riveted butt
joint for 12 mm plates thickness, show the
pitch, margin , and over all length of strap.
- Draw the sectional front view, top view of
a double lap joint for 14 mm plates
thickness, and rivets diameter are 22 mm,
the type of first row rivers head of
pan
head and the second row with the head of
countersunk.

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

1. answer basing with the new NSCP 2015 guideline codes
Problem 3.. for 7/8 in bolts. . Compute the net area for the 7/8 x 12 plate shown below. The holes are 2 in O 3 in 3 in 4 in 3 in 2 in PL 7/8 x 12 12 in-
Compute the net area of each of the given members.
Compute the effective net area of the built-up section shown below if the holes are punched for 22mm bolts. Assume U=0.90. The relevant data are Ac=4,735.00 mm2 for each channel, tw=9.8 mm, tf = 12.7 mm.
20 - How are wheels and shafts joined? A) WedgeB) by pinC) by boltD) by pressingE) with tight fit
Determine the effective net area of a W 360 x 91 shown. The holes were punched for M20 bolts. 65 mm 0000 P O O DO 65 mm 60 85 85 85 mm mm mm mm
8. Determine the effective net area of the W 16 x 40 shown. Assume the holes are for ¾ in diameter bolts. W16 X 40 in Ø bolts PA % 12 121 All 3 in
4. Given a sheared flat bar 5" in width, which is to have a double line of 3/4" Dia bolts, answer the following. a. Does the bolt hole pattern need to be staggered? b. What is the minimum edge distance required? c. What is the gage distance? d. What is the clearance "E" required? e. What is the diagonal minimum distance? f. What is the minimum pitch?
Draw the AFD, SFD and BMD for the frame shown below. 25 kN 6 m 15 KNim 35 KN B 3 m 8m 2m
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
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