Determine the safe load P that the member belowcan carry. Use A-36 steel and NSCP 2001PL = 1/8x 10Fy = 50ksikL = 20ftMC 8 X 8.5

Channel-section MC 8 × 20 A = 5.88 in2 d = 8.0in bf= 3.03 in Ix = 54.4 in4 Iy = 4.42 in = x…

Answered: -36 steel and NSCP 2001

Engineering

Civil Engineering

-36 steel and NSCP 2001

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter6: Beam–columns

Section: Chapter Questions

Problem 6.6.10P

See similar textbooks

Related questions

Q: sec after sliding 34.1376 m on the ice. Determine a. the initial velocity of the puck,

Q: The plan of stairs supported at each spanning parallal with risers is shown in figure. The effective...

A: Effective span of staircase is equal to the sum of going of the stairs and half the width of the lan...

Q: Situation - The beam BC shown is supported by a quarter- circular arc AC having a radius of 5 m. The...

A: Given, Radius (R) = 5 m Point load (P) = 30 kN Uniform load on beam BC (w) = 4 kN/m Distance of load...

Q: The cross-section of the reinforced concrete beam having an effective depth of 500 mm is shown in th...

Q: Situation 2] A surveyor was tasked to cut off a required area by a line through a given point. In th...

Q: 36 ft. deep excavation is supported by a sheet pile system. Strut bracing and walers are located at ...

A: data we have given that γsoil = 110 PCFc = 0 H = 36 ft ϕ =30°horizontal c/c spacing = 16ft a c=0 &...

Q: Aaerodynamics: An incompressible air is flowing at a velocity of 60 mph through a duct 4 sq. ft. in ...

Q: Figure below shows a beam that is pin supported at Point A and roller supported Point B. The Point L...

Q: A composite bar is rigidly attached to the wall at A as shown, Axial loads are applied at the positi...

Q: FlauRE A FIGUPE B

Q: Draw shear and moment diagram for the following frame: by Method Coherent deformations. (q1=4,0K , q...

Q: A 12-m vertical pole has an outside diameter of 300 mm and inside diameter of 250 mm. The pole is su...

Q: What is the degree of the homogeneity of the function f(x,y)= Vx³ – 5x²y – y³?

A: Answer : option (b) 3/2 is correct.

Q: A solid circular rod that is 600 mm long and 20 mm in diameter is subjected to an axial force of P= ...

A: solution Given length of the circular rod L =600mm diameter d=20mm axial load P =50KN =50000N elonga...

Q: In May 1970, a 70 ft tall, 20 ft diameter concrete grain silo was constructed at a site in EasternCa...

A: Step 1: qu =7.4 x 500 + 80 x 4=4020 lb/Sq ft Q= 4020 X 3.14 (11.82-1.52) Q=1729197 Lbs= 7,691.851584...

Q: rtical pole has an out inside diameter of 250 mm. The pole is subjected to a waries uniformly from 8...

Q: ground surface Y-15.6 kNm3 Ysar-16.6 kN/m³ 4 m water table Clay 5 m Ysar=17.8 kN/m

Q: section modulus (in x10 mm') considering the midspan location.

A: Given: The given I Beam is pretensioned with stranded tendons of 32 mm with fpu=1770 MPa and fpy =0....

Q: 16 kN 8 kN 24 kN/m 16 kN/m E A 20 kNm B 1 m 2 m 4 m 2 m

Q: Determine the maximum deflection for the heam shown in the fioure by the conjugate beam method. 120 ...

Q: A 12-in. pipe carrying 3.93 ft3/s connects to a 6-in. pipe. Determine (a) the velocity in the 12-in....

A: Given that, diameter of pipe at first section, d1 = 12-in discharge in the first section Q1 = 3.93 ...

Q: Situation no. 1: Calculate the bending stresses in the concrete and the reinforcing steel, using the...

Q: A hollow cylinder 1.20 m in diameter 2.5 m high weighs 4 kN. a. Determine the weight of lead anchor...

A: Diameter of hollow cyinder, D =1.2mDepth of cylinder, H =2.5mWeight of cylinder, W =4KNThe projectio...

Q: A 50 cm x 70 cm rectangular ring beam curved in plan is supported on 8 columns located equidistant o...

Q: The recorded velocity of the upper limit of the critical region is 32 ft/s. Determine the diameter o...

Q: 10 kN 15 kN 18 kN/m 12 kN/m D. B. 18kNm 1 m 3 m 5 m 2 m

Q: Determine all the internal force for each member.

A: To find force in all members of the truss

Q: 3.6-5 Use load and resistance factor design and select an American Standard Channel shape to resist ...

A: The given values are as follows The factored tensile load=180kipsThe length =15ftThe shear lag faoto...

Q: Determine the x-y and n-t components of the 18-kip force Facting on the simply-supported beam. F- 18...

A: To determine the x-y and n-t components of the 18 kips force. From the give figure, Angle of incli...

Q: A 4"x8" wood was tested for its compressive strength parallel to the grain. The max load at failure ...

Q: Check stability of truss

Q: A 450mm x 650mm concrete beam is prestressed with a final prestressing force of 900kN at an eccentri...

Q: From the following data, determine the following Activity Duration in Weeks 1-2 • the Last Start (LS...

Q: angular reinforced concrete beam with width of 350 mm and effective depth of 600 mm is subjected to ...

Q: Use the conjugate beam method to determine the slopes at ends A and D and the deflections at points ...

A: To determine the slope at point A and D and the deflection at points B and C using conjugate beam me...

Q: Circular Arch Analyze the following three-hinged arches. w =4 kN/m B hinge r= 20 m 0 = 45%

Q: Situation 2] A surveyor was tasked to cut off a required area by a line throi the process of determi...

Q: The plan of stairs supported at each end by landing spanning parallal with risers is shown in figure...

Q: supported on a span of 4 m. The beam will support a total load of 13 kN/m including its own weight. ...

A: Beam with total load as a Udl = 13kn/m Span length = 4 Moment = (wl2)/8 = (13x16)/8 = 26kn-m

Q: 2. A compound curve with a long chord of 145m formed an angle of 13° and 19° respectively with the t...

Q: - 25-mm-diameter In a standard tensile test a steel rod of 25-mm diameter is subjected to a tension ...

Q: Draw the influence line for member BC and interpret the diagram. F H 15 ft E 4 @ 20 ft = 80 ft- %3D

Q: The surface of the concrete was ---- result temporary continuous hardened * The roof should have a -...

Q: A 6-in-diameter cylinder falls at a rate of 2 ft/s in an 8-in-diameter tube containing an incompress...

Q: 5. A closed traverse has the following data. | 等 LINE 1-2 2-3 LATITUDE +76.30 +33.80 DE PARTURE +43....

Q: Compute the ultimate strength capacity of the positive moment beam design below. f'c= 24.7 MPa, fy= ...

A: Step 1: @Bottom, Ast=1963 mm2 @Top, Ast= 1256 mm2 Xu/d =0.87x505.6x1963 / 0.36 x 24.7 x 760x510 =0.2...

Q: A solid steel bar 50 mm in diameter and 1.5 m long is secured between rigid walls. If the stress in ...

Q: The force of magnitude F = 84 lb acts along the edge of the triangular plate. Determine the moment o...

Q: If a PL = 20 %, LL = 40 % and natural water content was 18 % for a soil; what would be the liquidity...

A: Given data : Liquid limit (LL)=40% Plastic limit (PL)=20% Water content (w)=18% To find : Liquidit...

Q: 1. To determine the area of a triangular lot ABC, a surveyor set-up a transit at point P inside the ...

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Determine the safe load P that the member below
can carry. Use A-36 steel and NSCP 2001
PL = 1/8x 10
Fy = 50ksi
kL = 20ft
MC 8 X 8.5

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

A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at the midheight. A992 steel is used. Determine the following: 11. Ix 12. Ky 13. effective slenderness ratio 14. Fe 15. LRFD design strength 16. ASD allowable strength 18 4 W10 × 49 A 14.4 in² bf 10 in d. 10 in tw 0.340 in tf 0.560 in Ix= 272 in¹ Iy=93 4in¹ W10×54 A 15-3 in² bf 10 in d = 10 lin tw0-370 in tf 0.615 in Ix= 303 in 4 Ty = 103 in 1
4.3-4 Determine the available strength of the compression member shown in Figure P4.3-4. in each of the following ways: a. Use AISC Equation E3-2 or E3-3. Compute both the design strength for LRFD and the allowable strength for ASD. 15 HSS 10x6x ASTM A500, Grade B steel (Fy=46 ksi) 2/3
ASSIGNMENT #5 BIAXIAL BENDING Problem: Check the beam shown for compliance with the NSCP Specification. Lateral support is provided only at the ends, and A992 steel is used, F, = 345 mPa. The 90 kN service loads are 30% dead load and 70% live load. a. Use LRFD b. Use ASD d tw by ty 1x(106) S(10³) mm mm mm mm³ mm mmª W410x100 415 10 260 16.9 398 1920 SECTION Tx mm 177 1m 90 kN 90 KN 1.5m W410x100 I Loaded Section Ly(106) Sy(10³) Ty mmª mm³ mm 49.5 381 62.4 1m Zx(10³) Zy(10³) mm³ mm³ 2130 581
Three plates (14 mm and 16 mm in thickness) are welded to a W10 x 49 to form a built-up shape as shown. K.L= K.L= 7.6 m and F= 345 MPa, compute the design strength for LRFD. Mm x300mm WIOX49 14mm Piate Plate
W3D 25 Y= 155 %31 1oow= 2500 KN 27=310mm X= 475 Z= 60 %3D 102=600mm
Determine the force of the members for the space truss shown in the figure. Joints A and B are supported by ball-and-socket while Joint C is supported by short link along z-axis. Indicate whether member is tension (T) or compression (C). 2m y Sm Az By BX Bz PAR Ax CSXScanned with Ca canner a SISU KN 15m 1 2117
7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is structural tubing however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? The section is 8" x 8" x 7.94 mm thick: Use Fy=248 MPa: E=200,000 MPa AISC wall thickness Ix 106 S x 103 Jx 103 mm4 mm3 mm4 rx =ry Area Ag (mm2) mm Designation Weight/m 8x8 7.94 47.36 6,039 79.25 37.84 371.99 60.35 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) 8x8 14.29 80.61 10,258 76.2 59.52 585.02 99.06 8x8 72.7 9,290 76.96 54.53 539.13 90.32 8x8 9.53 56.09 7,161 78.48 44.12 432.62 70.76 mm 12.7 Zx 103 mm3 437.53 714.48 650.57 512.92
4. The steel truss that is shown in the Figure below is loaded with three concentrated service live loads applied at B, D, and F. Assume lateral support is provided only at joints. Assume that the effective area is 85% of the computed net area. Use 20 mm ø bolts, Fy = 250 MPa, and Fu = 400 MPa. a. Investigate the adequacy of L51X51X7.9 at member IJ. b. Investigate the adequacy of L64X64X7.9 at member DI. P- KN 125 125 P= KN H 6@2m =12m %3D
4. The steel truss that is shown in the Figure below is loaded with three concentrated service live loads applied at B, D, and F. Assume lateral support is provided only at joints. Assume that the effective area is 85% of the computed net area. Use 20 mm ø bolts, Fy = 250 MPa, and Fu = 400 MPa. a. Investigate the adequacy of L51X51X7.9 at member IJ. b. Investigate the adequacy of L64X64X7.9 at member DI. 125 125 P= KN 125 P= KN P= KN 6@2m =12m %3D
A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by ¾ inch boltas shown below. Use A36 steel with Fy=36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips) Determine the Tensile Rupture capacity of the section based on LRFD Determine the Demand to Governing Capacity Ratio (based on yielding and rupture only) if the Demand load carried by the section are DL=200 kips LL=400 kips use LRFD
A built-up section was made using PL414x12mm thk plates as shown in the figure below. It is pinned at both ends with additional support against weak axis at middle point. Assume A50 steel. PL414x12 DO Section W16x67 L x-axis a) Calculate moment of inertia at both axes in mm*. b) Determine the design compressive strength in kN if L-3m. c) Find the design compressive strength in kN if L=18m. Elevation y-axis
A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are factored, and the uniformly distributed load includes a conservative estimate of the girder weight. Lateral support is provided at the ands and at the load points. Use LRFD for that following: a. Select the, flange and web dimensions so that intermediate stiffeners will he required. Use Fy=50 ksi and a total depth of 50 inches. Bearing stiffeners will be used at the ends and at the load points, but do not proportion them. b. Determine the locations of the intermediate stiffeners, but do not proportion them.