For following tensioned loads PD=80kips and PL=120kips and by using LRFD method, select the lightest WT6 channel shape to be used as a 20ft long. The member will be connected by a longitudinal weld to flange only (6in) in long at the end. Use A992 Grade (Fy= 50ksi and Fu=65ksi)

For following tensioned loads PD=80kips and PL=120kips and by using LRFD method, select the lightest WT6 channel shape to be used as a 20ft long. The member will be connected by a longitudinal weld to flange only (6in) in long at the end. Use A992 Grade (Fy= 50ksi and Fu=65ksi)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.2.6P

See similar textbooks

Related questions

Q: A combined footing is proposed to support two columns, C1 and C2, with loads equal to 2000 kN and…

A: (i) Soil Bearing Capacity:The bearing capacity of the soil can be calculated using the following…

Q: The wave height, in metres, generated on the surface of a reservoir, having a fetch length F= 30 km,…

Q: (b) Determine the radius of a taxiway for a supersonic aircraft to negotiate the curve at a turning…

Q: Water is flowing in the open trapezo Determine the, 2m

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: size of grid square =In further calculations we will refer the to Mohr's circle which has been given…

Q: Tollowing pressure in gravity dams: 1. A drainage gallery reduces the uplift pr at all levels below…

Q: Consider the following statements related to uplift pressure in gravity dams: 1. A drainage gallery…

Q: List the properties of flow net with figure.

A: Given data in question Flow netTo find out Properties of flow net

Q: A stream of 150 l/s was delivered from a canal and 120 l/s were delivered to the field, which is an…

Q: Statement (1): The trap efficiency of a reservoir increases with age as the reservoir capacity is…

Q: The bottom width, side slopes and Manning's n and bed slope of a trapezoidal channel are…

A: Bed width (b) = 40 m Manning's roughness coefficient (n) = 0.015Discharge(Q) = 60 m3/s Side slope (m…

Q: The pressure drop in a 15 cm dia horizontal pipe is 100 kPa in a distance of 10 m. Then find the…

A: Dia of horizontal pipe = 15 cmPressure drop = 100 kPaTo Find :The shear stress in the pipe wall in…

Q: A rectangular water tank is supported above the ground by four pillars 5.0 m long whose diameters…

Q: Y=15kN/m³ Y=12.5 kN/m²³ 0 p = 150 kPa e = 0.95 KON.C.=0.57 m = 0.4 Y = 27.5 kN/m³ sand 9m Clay […

Q: A horizontal stratified soil deposit consists of three uniform layers whose thicknesses are 6, 3, 12…

A: K1 = 4 X 10-4 mm/sK2 = 25 X 10-4 mm/sK1 = 7.5 X 10-4 mm/sTo Find :The effective average permability…

Q: A lake has a surface area of 70.8 ha. For the month of April the inflow was 1.5 m3/s. The dam…

Q: The following Mohr's circle is for a point in a structural member that is subjected to plane stress.…

A: Mohr circle for a point that is subjected to plane stress. We need to choose correct option…

Q: onsider the following statements related to uplif essure in gravity dams: A drainage gallery reduces…

Q: Q4/ Answer only two of the followings. [A]: The Atterberg limits of a clay are: LL = 60%, PL = 45%,…

Q: What is the required diameter of sag rods in mm? Considering sag rods and tie rods at midspan…

Q: onsider the following statements related to uplift ressure in gravity dams: A drainage gallery…

Q: Solve for the external and internal reactions of the structural members shown.

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

Q: nsider the following statements relat essure in gravity dams: A drainage gallery reduces the uplif…

Q: Sketch, at a scale of 1 inch = 10 feet, the general shape of contours crossing a 30 foot wide street…

A: Longitudinal gradeCross slopeWidth of each laneTo find: Distance between two contours and the sketch…

Q: Two straight roadways AB and BC intersect at B with a deviation angle of 12°00'00". They are to be…

A: The chainage of B = 842.750mThe deviation angle at B, Tape length, l = 20mRadius of circular curve,…

Q: TİTT (c) Frame E Frame

Q: The annual peak flow rates in a river between 1980 and 1996 are as follows: Year Peak flow Year Peak…

A: Annual peak flow rates in a river between 1980 and 1996:YearPeak flow,…

Q: Question 3 (Axial Loading) A steel tube surrounds a solid aluminum cylinder as shown in shown in…

A: Dal = 7.5 cm or 75 mm Dst = 9 cm or 90 mm P = 170 kN Esteel = 200 GPa or 200000 MPaEaluminum = 70…

Q: essure in gravity dams: A drainage gallery reduces the uplift press at all levels below the gallery.…

Q: A large tank open to the Atmosphere is filled with water to a height of 5 m from the outlet tap. A…

A: Height of tnak from the outlet trap = 5 mTo Find :Max. velocity at outlet?

Q: What is the dry unit weight of a clay soil when the void ratio of a sample there of is 0.50, the…

A: Given:-The void ratio of a sample = 0.50The degree of saturation = 70%The specific gravity of the…

Q: Consider the following statements related to uplift pressure in gravity dams: 1. A drainage gallery…

Q: A 600 x 450 column supports a Dead load (D) of 760 kN and Live load (L) of 585 kN. The column is…

A: Column dimension =Dead load,Live load,dimension of interior column Dead load,Live load,Distance…

Q: Draw sheer force diagram and moment diagram.

A: A simply supported beam with uniformly distributed and uniformly varying load.To find: Shear force…

Q: 20- What is the relationship between column lateral stiffness and relative displacement for columns…

A: To find the relationship between column lateral stiffness and relative displacement for columns…

Q: Determine the axial forces, shears and bending moments at points A and B of the beams shown. a) 90…

Q: onsider the following statements related to essure in gravity dams: A drainage gallery reduces the…

Q: A 3 m long weightless beam is supported at each end by cables. A painter weighing 900 N stands 1 m…

A: Length of beam = 3 m Weight of painter= 900N

Q: onsider the following statements related to uplift essure in gravity dams: A drainage gallery…

Q: B 1 A 1/2 IP 1/2 IP 1/2 D A frame ABCD is supported by a roller at A and is on hinge at C as shown…

Q: A 16-ft long pin-pin column has to support a dead load of 100 kips and a live load of 280 kips.…

Q: Required information Consider the loading condition given. Take F= 450 lb/ft and P = 150 lb/ft. F A…

A: Determine the support reaction of the beam.

Q: Exercise 1.2m A 18m 12m с B Reference level SIPHON -D 40mm 25mm( E Calculate and pressure (p) at B,…

A: Using the Bernoulli equation: Reference points of A and F:Where,PA , PF = The atmospheric pressure…

Q: A 8-meter-wide concrete rectangular channel with bed slope of 0.0008 mm/mm has a steady discharge of…

Q: What is the number of kinematic indeterminacy for the building frame as shown in the figure when…

Q: 03 A solid steel shaft 120 mm diameter and 1.5 m long is used to transmit power from one pulley to…

A: Solid shaft diameter = 120 mm Length of solid shaft = 1.5 m Maximum allowable shear stress = 50 Mpa…

Q: 3.5-1 Block Shear The tension member is a PL3 x 5% of A242 steel. It is connected to a 3-in. thick…

A: PL 3/8 x 5 1/2 A242 steelconnected to 3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch…

Q: 6. A compound curve has a central angle of the first curve equal to 40° and a radius of 280m. while…

A: R1 = 280m D2 = 5NOTE : As per guidelines, first question is solved. Request you to post remaining…

Q: Problem (A) Find the thickness of metal necessary for a cylindrical shell of internal diameter 160…

A: “Since you have posted multiple questions, we will provide the solution only to the first question…

Q: A cantilever is carrying a triangular load as shown. Find the moment M at the fixed end when length…

A: Given data in question Load 10 kN/mSpan 0.7 mTo find out Moment at fixed end

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

For following tensioned loads P_D=80kips and P_L=120kips and by using LRFD method, select the lightest WT6 channel shape to be used as a 20ft long. The member will be connected by a longitudinal weld to flange only (6in) in long at the end. Use A992 Grade (Fy= 50ksi and Fu=65ksi)

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: Introduce the problem statement

VIEW

Step 2: Determine load according to LRFD method

VIEW

Step 3: Compute required gross and net area

VIEW

Step 4: Selecting appropriate channel section

VIEW

Step 5: Check for gross and net area

VIEW

Step 6: Select the second trial section

VIEW

Step 7: Check for gross and net area for second selected section

VIEW

Step 8: Check for Slenderness ratio

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 9 steps with 12 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

Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. Determine the spacing of rivets in mm.
Select the lightest C6 channel shape to be used as a 12 ft long tension member to resist the following service loads, PD = 20 k and PL = 32 k.The member will be connected by a transverse weld at the end of the channel only. Use A36 Grade 36 steel with Fu = 58 ksi.
Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. 4. Determine the location of the centroid, in mm, from the left of the section.5. Determine the moment of inertia of the section in x106mm4.6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa.
Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. 1.Determine the maximum flexural stress experienced by the beam in MPa.2. Determine the maximum shearing stress in MPa at Neutral Axis.3. Determine the spacing of rivets in mm.
Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. Determine the maximum flexural stress experienced by the beam in MPa.
Use 3 decimals. 4.Compute for the tension load, T in kN that can be applied in the 8mm thk plate considering the staggered holes. 5.Compute for the tension load, T in kN that can be applied in the 2-6mm thk plate considering the staggered holes. 6.Compute for the radius of gyration, r of the pipe section with cross-bracing plates.
Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. Determine the location of the centroid, in mm, from the left of the section.
Give me right solution Select a single angle member to resist a tensile load of 60 kN dead plus 40 kN live. The member is 2.5m long and is assumed to be connected with one row of 20 mm ∅ bolts.
The plate shown is attached by using three M12x2 grade 8.8 bolts. Which screw is subjected to the largest stress? What safe load ( static) F can be supported by the screw for n=1.5.
A C7x9.8 tension member (A36) is connected to a 3/8-inch thick gusset plate (A36) as shown below. Compute the available block shear strenghth of the gusset plate for both LRFD and ASD
2 hEe c W@ B & - For the beam shown find the value of Force (F) Ib and maximum stress due to flexure ( oy ) psi if the shear force in bolts is 300Ib and the shear stress in beam 120psi. Spacing between bolts (S) =5in F T —————————————+% 4ft 8ft 1in 1in -~ - 10in 1n § 8in
Determine the required diameter of the bolts to be used in the bracket shown if it has a allowable shearing stress of 93 Mpa. The bracket carries an eccentric load of 50 kN.