1. A one-bay one-story frame, shown in the Fig. 1, consist of a truss system. Two different types ofconnections are proposed for the 1s joint. Check the all requirements for tension. All dimensions aregiven in cm. M20 bolts with standard holes are used. S355 Structural Steel is used in all parts (F 355MPa and F-490 MPa).23Lateral LoadPlease explain thesolution, step by step!For example sketch thenet areas show how tocalculated!45An IPE beam is used to carry axial tension load (P) for the 4th member.a. Calculate the tensile strength (P) of the member according to AISC 360 LRFD and ASD.b. Determine the thickness (t) of the gusset plate according to max. tensile load calculated in part (a).4,054,05IPE360P26Cross-sectional ViewSide ViewTop View

IPE 360 Ay = 7273 mm2 3850 steel tf = 12.7mm fy =355 mpad = 360 mm…

Answered: andard holes are used. S355 Structural…

Engineering

Civil Engineering

andard holes are used. S355 Structural Steel is

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 bar made of high strength low-carbon steel of GRade 50 (yield strength gauge 50 ksi) , is 0.5 inch…

A: This question is related to the Strength of Material.

Q: Design the size and length of Fillet weld for the lap joint shown below, Use SMAW E70XX process,…

A: Live load, Dead load, Thickness of plate, ElectrodeTo find: Size and length of fillet weld for the…

Q: Principle of Steel Design:

A: In Principles of Steel Design, we will learn about, The main properties of the steel as a…

Q: 3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same…

Q: Use of mild steel instead of stainless steel can prevent corrosion. Select one: True False

A: Mild steel is more prone to corrosion whereas stainless steel is actually the steel which has…

Q: 35. What grade of steel is most commonly used today in the production of W-shapes, and what are its…

Q: Regular low-alloy steel has an allowable shearing stress of approximately 20.0 ksi (Fv = 20.0 ksi).…

A: Answer In order to check the adequacy of given beam for allowable shearing stress fv = 20 ksi we…

Q: Problem #2: A plate constructed of ASTM A470-8 steel is loaded in tension (P=85 kN) when at room…

A: Given: a = 3 mm b = 35 mm t = 5 mm P = 85 kN ASTM A470-8 properties: Kc = KIc = 60 MPam Yield…

Q: Using A588 steel, list 5 compact shapes and 5 noncompact shapes. Consider any W, M, S, or HP shape.…

A: Compact section refers to a beam with an extremely low slenderness ratio.

Q: For axially loaded steel column, how could you determine that your section is safe? In case of…

A: In order to determine the safety of the steel column section. The stress available in the section is…

Q: in steel, explain effective length factors

A: Effective length factors (K-factor) are used in the analysis and design of steel structures to…

Q: allowable

A: Block shear strength Agv =12in2×4 in= 4.00 in2Agv = 4.00 in2Ant = 12in10in = 5.0 in2Ubs = 1.0Rn…

Q: The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the…

A: First we need to find the value of yield strength using steel through internet.

Q: A PL 38 x 6 tension member is welded to a gusset plate as shown in figure. The steel is A36. PL % ×…

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

Q: A column in the upper story of a building is subjected to a compressive load from the following…

A: D = 308 kNL = 170 kNLr = 187 kNW = 197 kN To determine:a) factored loadb) Required design strength…

Q: If a rolled steel flat designated as 55 ISF 12 mm is used as lacing, then minimum radius of gyration…

A: Given, 55 ISF 12 section with thickness, t = 12 mm To find = Minimum radius of gyration

Q: Problem 2 A tension plate shown below is used to support suspended load "T. Gusset Plate F, = 248…

A: Tension : Tension is the axially transmitted pulling force conveyed by a string, cable, chain, or…

Q: steel section. Check web yielding and web crippling if the steel used is ASTM A992, grade 50.

A: Solution: For W18×50, we obtain the following properties from ASTM, Below are the structural steel…

Q: In the connection shown, 1/4-in. side and end fillet welds are used to connect the 3-in.-by-1 in.…

Q: 4. Calculate the design strength (p.Pn) of W24X76 with length of 12 ft. and pinned ends. A572…

Q: choose the W section of 50 ksi steel

Q: what is the advantages of SAP and stadd in steel design

A: SAP and STAAD are both software tools which are commonly used in structural engineering for both…

Q: The angle L 8 x 8 x ½ in tension shown in the figure below must resist a service dead load of 35…

Q: A 750-MM SHAFT IS COMPOSED OF STEEL AND ALUMINUM PARTS. DETERMINE THE CENTROIDAL Y (IN MM) OF THE…

A: Given,

Q: Condition #1: A structural support for a machine is subjected to a static compression load of 20 kN.…

Q: 2. A column HP 14 x 102 of A572 Gr. 55 steel has a length of 15 ft is fixed at both ends. Compute…

Q: Which of the following statements is NOT correct? O Bolt holes are significant in designing…

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

Q: Plate 10 4 in. Plate x8 <8

Q: Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order momen ts…

A: L = 12 ftPDL = 60 kPLL = 70 kMDx = 12 ft-kMLx = 15 ft-k

Q: Complete the table below for the steel sections shown. All sections are bending about their…

Q: A tensile member is being designed for a car. It must withstand a repeated load of 3500 N and not…

A: Given, Load acting on member = 3500N Max. elongation = 0.12mm Length of member = 630mm Design factor…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

Q: The truss is subjected to the following unfactored loads: BHDL= 27.16 KN →; BV DL= 68.68 KN :…

Q: A steel plate (called a cover plate) having cross-sectional dimensions W2 5.0 in. x 0.4 in. is…

A: The given data is shown below: W2=5 in.×0.4 in.W1=12 in.×87 in.

Q: determine the stresses in the bolt and

A: Solution: Givendata, cross sectional area (alu) = 600 mm2 cross sectional area (steel) = 400 mm2 T =…

Q: A structural tee bracket is attached to a column flange with six bolts as shown in Figure . All…

A: Solution

Q: A W6 x 15 structural steel column is 24 ft tall and is fixed at its base and top. It is braced…

Q: For bolt grade 10.9 is used the steel of the yield strength equal

Q: Problem # 6.0 For the tension member shown, compute the tensile design strength. Weld -6" PL 4X6 A36…

A: The tension member is given as To find:- Tensile design strength

Q: 3.9 The compound shaft consists of bronze and steel segments, both having 120-mm diameters. If the…

Q: The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of this 640…

A: Given : Diameter of steel bolt = 10 mm Outer diameter of sleeve = 20 mm Inner diameter = 10 mm Yield…

Q: A. Governing Ultimate Tensile Capacity based on Yielding of gross section

A: This is one of the common types of forces transmitted in the structural system. The tension members…

Q: D = 340 kips L-670 kips 10' 35' 15' 10' Strong axis Weak axis

A: a) Solution Calculation LFRD The effective length of the column in x and y-direction kxL=35 ft (…

Q: determine: (a) the elastic section modulus and the yield moment. (b) the plastic section modulus…

A: Given data,Bending is about the x-axis, and the steel is A572 Grade 50.Fy = 345 MPafig is given FIND…

Q: A steel plate (called a cover plate) having cross-sectional dimensions W2 8.0 in. x 0.7 in. is…

Question

1. A one-bay one-story frame, shown in the Fig. 1, consist of a truss system. Two different types of
connections are proposed for the 1s joint. Check the all requirements for tension. All dimensions are
given in cm. M20 bolts with standard holes are used. S355 Structural Steel is used in all parts (F 355
MPa and F-490 MPa).
2
3
Lateral Load
Please explain the
solution, step by step!
For example sketch the
net areas show how to
calculated!
4
5
An IPE beam is used to carry axial tension load (P) for the 4th member.
a. Calculate the tensile strength (P) of the member according to AISC 360 LRFD and ASD.
b. Determine the thickness (t) of the gusset plate according to max. tensile load calculated in part (a).
4,05
4,05
IPE360
P
26
Cross-sectional View
Side View
Top View

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

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

List the elements of {xIx is a rolled steel section}.
Problem2. The compression member is shown in figure. Find the following: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength e. Does the member satisfactorily meet the design requirements? Why? HSS 8x 8x4 ASTM AS00, Grade B steel (Fy = 46 ksi) 15'
In steel design use nscp 2015 i need a complete solutions ty..
Calculate the shear yield stress (ksi) of A588 steel.
Determine if the sections are Compact, Non-Compact or slender. (Use ASEP steel Handbook) Show complete solution and neat handwriting. W10x12, A242 W10x12, A242 W12x14, A36
An A36 steel plate with width of 400 mm and thickness of 12 mm is to beconnected to a plate of the same width and thickness by 34 mm diametersbolts, as shown in the figure (next slide). The holes are 2 mm larger thanthe bolt diameter. The yield strength of the steel plate is Fy = 248 MPa.Assume allowable tensile stress on net area is 0.60Fy. It is required todetermine the value of b such that the net width along bolts 1-2-3-4 isequal to the net width along bolts 1-2-4.a. Calculate the value of b in mm.b. Calculate the value of the net area for tension in plates in mm².c. Calculate the value of P so that the allowable tensile stress on net areawill not be exceeded.(Use at least 2 decimal points on your answers.)
It is a system that is composed of combination of interconnected structural elements and is used to support various loadings. Group of answer choices Statically determinate system Structural system Load analysis system Truss system
Plz, Solve this problem step by step and show all the solutions such as Joints and Use Flexibility Method Structural Analysis-2
What is the manufacturing tensional yield strength (lbf) of grade S135 drill pipe? a. This is a trick question because drill pipe size is not provided b. The answer can’t be calculated because the length of the pipe is not given c. The yield strength is 135000 psi and is a property of the steel d. The yield strength is 135000 psi and depends on the cross-sectional area
The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole what is the: minimum spacing as per AISC code provisions maximum spacing as per AISC code provisions minimum edge distance as per AISC code provisions maximum edge distance as per AISC code provisions
A PL 38 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy = 36ksi, Fu = 58ksi). a. The design strength, Pu based on gross area b. The design strength, Pu based on effective area PL % x 6 3/8" 6" Cross Sectional area of PL3/8x6 a) Blank 1 b) Blank 2 Blank 1 Add your answer Blank 2 Add your answer
2- The Tensile stress of AISI 1035 Cold-drawn steel is; (a) 550 MPa. (b) 500 MPa. (c) 450 MPa.