Calculate and check the design strength of the connection shown below. Is the connection adequate for carrying the factored load of 65 kips. -3/8 in. A36 125 A36 2.50 65 k 1.25 % in, bolts 1.25 2.50 1.25

Calculate and check the design strength of the connection shown below. Is the connection adequate for carrying the factored load of 65 kips. -3/8 in. A36 125 A36 2.50 65 k 1.25 % in, bolts 1.25 2.50 1.25

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: A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa.…

Q: An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

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: An aluminum alloy [E = 10,000 ksi; Oy= 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; Oy…

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

A: Answer: We are given Beam W 16 x 50 (tw = 0.38 in, bf = 7.07 in, tf = 0.63 in) A992 (fy = 50 ksi, fu…

Q: Using a lug angle, design a suitable riveted end connection for an angle ISA 100100,12 mm thick to…

A: Steel structures are formed by connecting available standard sections. Connections form an important…

Q: An aluminum alloy [E = 10,000 ksi; oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

Q: 200 mm 100 mm mm 35 mm 4- 16mm a 100 mm 母 UP

Q: Q21 In the connection shown in Figure below, the bolts are ¾in diameter, and A36 steel is used for…

A: The figure shown below shows the A36 steel connection with 1" bolts

Q: In the bolted connection as shown in the figure, assuming that the applied load is uniformly…

Q: What type of connection is made when the loads pass through the center of Gravity? O Bearing type…

Q: 1. A riveted lap joint is shown in the figure below. The rivets used are A502, Grade 2, hot-driven…

Q: An L6 x 4 x 1⁄2 is used in a seated beam connection, as shown in Figure . It must support a service…

A: Solution Given Data Dead load= 5 kips Live Load= 10 kips Angle= A36 Coulumn=A992

Q: A joist cutting is used as a bracket to support a load of 135 KN. It is welded to the column flange…

Q: 4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts. The…

A: Shear force in connection = 3000 kN Moment connection = 90 kNm Bolts grade = 10.9 Nominal Diameter =…

Q: A flanged bolt coupling consists of six 1/2-in. steel bolts evenly spaced around a bolt circle 12…

A: when the shaft is connected to the bold the torque is transmitted by the way of shear force P that…

Q: Refer to the figure. Beam A Bracket L. 3 mm Beam A Bracket Bolts The angle bracket supports Beam A.…

Q: A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig.…

Q: 200 mm W shape 75 mm 75 mm 375 mm 75 mm 75 mm 22 mm e bolt 250 mm

A: According to the interaction curve for safe value of P (Ps,Cal/Ps)<1 and, (Pt,Cal/Pt)<1

Q: An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…

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: Determine the design strength of the connection shown in the Figure below. The bolts are 25 mm…

A: Given Data Diameter of bolt is given as 25 mm Ultimate tensile strength is given as 400 MPa Yield…

Q: The details for a riveted connection are given in the figure below. The angle steel section is…

A: Data Given: Section L 100 × 75 × 9 P = 8.5 t Asked: Net area required for the checks on the…

Q: (1) Given A992 steel Ag = 10 in KLx KLy- 80, ry what is $Pa=? = 60 the design column strength

Q: a) A610×229 UB 125 tension member of S355 steel is connected through both flanges by 20 mm bolts (in…

A: Given data 610×229×125 UKB tension memberConnected length 20 mm boltsNt, Ed=4000 kN Considering…

Q: 2. Determine the net area of a W12X16 given a staggered bolt connection in the web in in?. Assume…

Q: 4-22 mm diameter bolts are used in a staggered bolted connection as shown in the figure. Calculate…

Q: SUBMISSION IS SPM TODAY VIA ASSIGNMENTS SECTION (LOOK FOR THE ASSIGNMENT TAB). COMPLETE SOLUTIONS…

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

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

Q: ΤENSIONΜΕΜBERS Given the connection, determine the following: d) The maximum capacity before failure…

A: Given: Steel plate 1/4 inch thick Fy = 36 ksi Fu = 58 ksi 3-1 inch dia bolt

Q: A welded tension member is consisting of two channels placed 400mm back to back with flanges turned…

A: Given data, Member details Grade of steel=A36 Span of member,L=15 m Load Factored design…

Q: Determine the maximum service load P that can be resisted safely by the welded connection shown. Use…

A: We have to determine the value of maximum service load P that can be resisted safely by the welded…

Q: A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa.…

A: Given : Allowable shearing stress, τallowable = 207 MPaDiameter of bolts, d = 20 mmDiameter of bolt…

Q: Eight bolts are to be selected to fix the cover plate of a cylinder subjected to a maximum load of…

A: Since you have asked Multiple questions we will solve the first question, kindly repost the question…

Q: . The welded connection shown in the figure uses electrodes E70XX. The nominal weld strength of the…

Q: E. Five steel plates, each 3/16 in. thick, make up the connection linked by a single bolt 1/4 in…

A: Take force of 600 lb for maximum bearing stress. Upper shear plane will resist maximum shear…

Q: The connection shows a PL10X200 loaded in tension and welded to a gusset plate 10mm thick. Calculate…

A: We have to determine the value of allowable weld connection strength in KN as per the given data in…

Q: Two forces of magnitude TA= 8859 lb and TB= 15198 lb are applied as shown to a welded connection.…

Q: 2. The connections shown in the figure below consist of 10 A490 bolts and is attached to the column…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Q3: Design 5/16-in SMAW fillet weids for the plate shown in figure below if A36 steel and E70…

A: Data Given: Deal loads (DL) = 40 kips Live loads (LL) = 60 kips Steel Grade A 36 Electrode E 70…

Q: what is the bolt bearing capacity of flange plate 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: An A36 axially loaded 22mm thick tension member is connected to a gusset plate using 5pcs 18mm…

Q: 1. Given the connection shown below carrying a load P = The connection consists of four pieces 20mm…

Q: Determine the design strength for the bearing type connection shown in the figure below. The bolts…

A: Solution

Q: Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4- 22 mm…

A: solution: Using LRFD Design Method: φRn=φAbFn where; φ=Resistance factor = 0.75 Ab = Area of bolt…

Q: A flanged bolt coupling consists of six ½-in. steel bolts evenly spaced around a bolt circle 12 in.…

Q: A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig.…

Q: 19 - The riveted type connection will be used to assemble the given steel members. If Pirmax = 3.60…

Q: (Welded Connection - I attach some references on how to solve welded connections but I cannot solve…

A: Solution: Given: Assume material properties: A 36 steel for designing the member and the gusset…

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

Calculate and check the design strength of the connection shown below. Is the
connection adequate for carrying the factored load of 65 kips.
-3/8 in.
А36
5 x %
125
АЗ6
2.50
65 k
1.25
% in, bolts
1.25 2.50 1.25

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 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

The plate ACDE Axed as vertical as shown in Fig H,G, EIA Ball and Socket (255) The mo ment 9o EN-m about the line DL in x2-plane, EH Coincided over the x-axis, Determine the tension. in Cable and all reactions in ball ad Socket A- 2m krcable 2m 4 m parrallel fo 2 small 20 KN 5m JE neglected weight 6 m frictionless 30 90KNM Fig.Q#1
4 Determine the design angle 8 for connecting mem- ber A to the plate if the resultant force is to be directed vertically upward. Also, what is the magnitude of the re- sultant? F₁ = 500 N -00 00 y ooo B FB = 400 N X
b) Three lona wires, Ctwo bronze and one steel) are equal in lanate and fuppert afe 6715KN at and support mneete rigiel bar o7 iskN ef Comnectedt their bottoms: IF the cross seetion ealeulate a' esch wire is120mm2, of area the stresses in each wire and also the strains in each wire Take F=loukH/mm", Esz200KHlmm²
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4
5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long horizontal and two 2 m long vertical bars. Find the tensions in rods DE and DG. D G J M B E H K F NO 2KN 2KN 2 KN Filenamepllignre5-1-truu7 Problem 5.1.20
This force-couple system is to be replaced by an equivalent system consisting of the following: a couple moment Mx, and a single force, Rc acting at C. Draw the diagram for the equivalent system and determine Mx and Rc. A 100N 80N 110N-m Thislis not your 50N 150N own propenty so do nbt use it in 50N any way asliffit were your dwn. 130 N D C 180N-m 12° 3ON fhis is hot your own propery so đo not use t n any way as f it were your own. 1m B E
The block has a veli caty 4= armls at A ard a velscity Ug 15 ms as it 'on the parses proint B nclire. Fird fre between the block ard the plane if s= 180m aadx ='as". S= I0om A B 4.
1 An 80-m-long wire of 5-mm diameter is made of a steel with E = 200 GPa and an ultimate tensile strength of 400 MPa. If a factor of safety of 3.2 is desired, determine (a) the largest allow- able tension in the wire, (b) the corresponding elongation of the wire. 33 =p 11 بنا مع 2/2 W Q Search r hp 8:30 AM 3/5/2023
Draw the FDBS of member ADB and BEC 1 m 1 m В C E 1 m D 1.6 m
The uniferm arcer ectangular thin plate has dimensicrs indicated and mass M- 52 kg. 2.3 T 4.5 n Decermine the mass moment of inertia in kgm- and the rsdius of gyration in meters of the thin pate about an axis through point O cirected perpendicular to the p are of the page. Peint 3 is ccsted at the upper left corner ef the pate. 'o =
490 mm 200 mm 640 N B 480 mm 160 mm 240 mm PROBLEM 4.152 The pipe ACDE is supported by ball-and-socket joints at A and E and by the wire DF. Determine the tension in the wire when a 640-N load is applied at B as shown.
Part A: Two bolts secure a plate to a girder as shown in Figure a below. A 3kN vertical load is applied. a) Replace the applied load at C with a force-couple at D. (b) Assuming the bolts carry equal amounts of shear and applied moment, calculate the resultant bolt load due to the applied force-couple. Draw a FBD of the bolt group with the applied force-couple and bolt reacts. 350mm A 300mm 3kN