Cover Plate27"x1"T##3# 2Channels- C15x408"8"compute the radii of gyration x-c and y-ycentroidal axes for the built up member.中

Answered: Image /qna-images/answer/4006c0d3-983d-4ff6-b11b-602380112b88.jpg

Answered: Cover Plate 27"x1" #3 # 2 Channels -…

Engineering

Civil Engineering

Cover Plate 27"x1" #3 # 2 Channels - C15x40 8" 8" mputo the rodii of qvrotion y o ond 中

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: 500KN A 200mm 100mm C 45° %24

Q: Evaluate eln (x) dx 2 0.01 2 Tt 34 TI O O

Q: 15 kips 15 kips A B в C D 60 in.- 40 in. 40 in.

A: let vertical support reactions are VA& VD ∑Fv=0VA+VD =30VA=VD=302=15 kips due to symmetric…

Q: Is my moment diagram is right? I forgot how to draw moment diagram when the shear is zero.

A: Draw Free body diagram:

Q: P₂ = ? 250mm •2 5 ho 300mm Fx Fy

A: given data Pressure at the inlet, P1 = 80 KPa diameter at the inlet, D1 = 300 mm = 0.3 m diameter…

Q: . 17-6. Schematic arrangement of lines along the level route. 328 (FS) 3.08 (BS) 2.04 (FS) HI2 (Elev…

Q: under the bridge-57.gradeintersectinn at3– Vt =15+oe at elevetion Zam elevetion =41L…

A: Given- n1=-5%n2=0PVI=15

Q: 0 4: Anarea ļ* km20 jem is TO be surrered using acrial photogd Average scale photograph is !:10,000…

Q: berermine the srear 3 Momet Dagram by memod S0MN

A: Value of ponir load is taken as 30kN

Q: LINE LAT DEP DPD 2A 1-2 -310.95 469.84 a 2-3 112.87 d -142,954.36 3-4 28.8 -1099.62 e f 4-5 -21.86 h…

A: DPD of a line = DPD of previous line + Lattitude of previous line + Lattitude of present line. 2A…

Q: 10KN 2m 1m A=? B=?

A: * Ans: equilibrium conditions must be satisfy ∑11 Fy=0 ↑ +ve

Q: 3-21 It 1 1+ i

A: fx = 3 - 2ii - 1 - 1 + i1 + i⇒fx = 3 - 2i×1 + ii - 11 + i×1 + i1 + i⇒fx = 3 +3i - 2i - 2i2 + 1 -…

Q: A B 45 Kn/m 30kn GOkn 1 1 4 2 12 2E1 3EI 3EI CS Scanned with CamScanner ASS UME I = 6

Q: 2700 N -185 mm Cy 60°

Q: 0.115=(1.483-3tan@)-(1,368-33 tan®)

A: answer angle = 179.04 degree

Q: 25" B 15" 28 F- 260 Ib Answers: MA = k) Ib-in. Mo= k) Ib-in. %3D

A: To find moment about point A and O

Q: 1) Find, the unknowns ("aaa" through "Beg") in the table of closed traverse starting from BM and…

A: Rise and fall are the value equal to the difference in reduced levels between the two consecutive…

Q: HI = 1.496 ELEVATION OF PT A: = 200 K= 99 HAIR READING VERT. STADIA DISTANCE STA. OCC| STA. OBS…

Q: 4/Find fog(1) fCx)=x²-1 3(カー×3

Q: OFind the values of the remaining frigonometric funcfions of o if sec o = - 15, 0 E 3rd quadrant

Q: dy + 2.xy = 0 dx 6.23.

A: As per our guidelines we only solve the first part of the question kindly resubmit the second…

Q: 4 on

A: Hi! Thank you for the question As per the honour code, We’ll answer one question since the exact one…

Q: 4) right of A. the distance of projectors between A & B= 8 mas central equilateral hole which area %…

A: At first focuses An and B can be plotted with given arranges ie. for pt. A, X yalue 2 and Y esteem…

Q: LEVELING. The accompanying schematic ar- The 4. DIFFERENTIAL rangement of lines portray a…

A: Let elevation of BM-1 be 100.000 POINT B.S I.S F.S RISE FALL R.L BM1 3.250 100.000…

Q: Cd-1:0 Derive the coa.ation. o Motirn in terms o height 21 meor empyting the Fank Pen tom 5m

A: Introduction- Motion: A object is considered to be in motion if its placement with relative to a…

Q: Aluminum Copper E = 18(10³) ksi Steel E = 10(10) ksi E = 29(10³) ksi %3D %3D %3D AAB= 0.09 in? ABC =…

Q: trnasportation engineering 4 a b and c please

Q: TP-4 2.22 (BS) 1.79 L-44 2.63 (BS) (FS) TP-3 2.08 (BS) BM-2 TP-1 TP-2 -__2.05 2.83 TFS (FS) 3.25…

Q: rch Alt+Q) Heber John de Vera HI Review View Help ACROBAT O Record B Share so kN 40 kN/m lo kNm 20…

Q: d²y ¸ dy + 7. - бу 3D 36х dx² dx

Q: 1) Find, the unknowns ("aaa" through "ggg") in the table of dlosed traverse starting from BM and…

A: Rise =aaa=1.672-1.245=0.427

Q: 7.29d.-1· 928 d² = e.97 > I 828 d= - デ. 29 d +0.97 = 0

A: This is a result of simple algebraic transformation. By shifting the terms on the left side of…

Q: A built-up section consists of two miscellaneous channels MC 18 × 42.7 and one cover plate 2 mm ×…

A: Fittings, valves, and strainers such as pressure vessels and strainers all use flanges to connect…

Q: L 3886 A D В

A: In order to draw the influence line for the member CJ, let us cut a section xx' from the member CJ…

Q: 9-12 Locate the 1y of the area. 4 in 8 in Proh. 9-17

Q: 94-Det simply supported boam shown in fiy. use Pey = loo sin 4t %3D Pt) %3D m = 50 per unit length C…

A: The deflection of the simply supported beam with udl is to be calculated or standard expression to…

Q: bläi 5 dy Find if y =3r-4 and = Vx + 1. %3D إضافة ملف

A: Given Datay=3t2-4t=x+1dydx=????Nowy=3t2-4y=3x+12-4y=3x+1-4=3x-1NOw differentiate with respect to…

Q: Instrument at C Instrument at D Rod reading on A 1.103 .568 Rod reading on B .991 .289

A: a) The rod reading on A is 1.103 for instrument C and the rod reading on B is 0.991 for instrument…

Q: 2-2 Ca 2/ For the networkf fiyi2: a) Find R b find Va 15v 32 Rr 4.7

Q: C ID Im 15KN 2 KN

Q: A. 10 AN 20AN 2m4

A: NOTE:- as per our guidelines we are supposed to answer only one question at a time if more than one…

Q: giv given an open channeL of the following properties 8 Mindischarge=2cymes, bed width 2:3 m bed…

A: Given: Discharge, Q=2m3/s Bed width, B=2.3 m Bed slope, S=10 cm/km =10 cm100000 cm ∵1km=100000…

Q: #28Mpa 5.8m 5.8m f,420Mpa Slab h250mm Beam Section: h600mm bw350mm Column Section: 500x500mm 7m…

A: Answer:- Bending moment of continuous slab, BMu=wdu×le2k1+wlu×le2k2 Effective span, le=L+h…

Q: 27KN 54KN 70KN 90KN 36KN В F 6m A D H

A: Using joint method

Q: f 1.jpg Wire Diameter Area mm in sq. mil cir. mil MCM A 1.02 mm (51/1270) in

Q: Locate the centroid of the shaded area.

Q: Tabulated below are the data of computation for the area of a lot with missing data. (DMD is in…

A: Surveying is the technique of establishing relative locations of various things on the earth's…

Q: 3A -> 5kip कोग र1ग

A: Consider the free body diagram shown below. Consider the moment about point 1. Consider the…

Q: kip-ft 2 В 1 3 A D

A: Find reactions and draw fbd first

Q: Answers: (a) VA = -0.65669 in. (b) vc = 0.024937 in.

A: Given Data: The length AB is LAB=13 ft. The length BC is LBC=7 ft. The length CD is LCD=7 ft. The…

Concept explainers

Dependence on mechanical properties

The mechanical properties of materials are those structures that include the reaction to the load used. Metal switching features determine the scope of the usefulness of the content and establish the expected service life. Machine structures are also used to help distinguish and identify material objects. The most common mechanical properties considered are strength, ductility, stiffness, impact resistance, and resilience to fractures.

Question

100%

Cover Plate27"x1"
T#
#3
# 2
Channels- C15x40
8"
8"
compute the radii of gyration x-c and y-y
centroidal axes for the built up member.
中

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

PROB 2
Explain why wx = 2/3(9-x)
16. From a triangular steel plate XYZ, a triangular section VWZ was cleanly cut off. What should be the value of x such that line YWZ is horizontal? 62V3 W - 62 -- 186
18" 2. 10 K- 2" 12" Find the centeraid, C=
Only 1 nd 2.
Design the beam shown 30KN 8m -1m use f'c= 28MPA db = 25mmø %3D Gr60 ds = 12mmø Assume d b =
Draw ILD of below diagram ME , RC, VD just right and RA.
"messenger_media?thread_id%=D100002917920802&attachment_id%3891210971774069&message_id%3Dmid.%24CAAAA Question 3 For the truss shown, determine the forces in members (a) BD; and (b) BF. 4 m4 m4 m-4 m- A B C 6 m E F G H O00 20 kN 20 kN 20 kN A BD-40kN (C); BF-33.33kN (T)
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5
H Y G F 30 kips 20 30 kips- C D 40 kips 40 kips 40 kips 50 kips 70 kips 4 @ 15'= 60'- (a) Section Method
At joint K as well
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12" Type EDI_Std_Nomenciature AISC_Manual_Label C15X50 C15X50 C15X40 C15X33.9 14.7 15.0 3.72 0.716 0.650 0.799 0.778 404 11.0 C15X40 11.8 15.0 3.52 0.520 0.650 348 9.17 C15X33.9 10.0 15.0 3.40 0.400 0.650 0.788 315 8.07 0.674 0.674 C12X30 C12X30 8.01 12.0 3.17 0.510 0.501 162 5.12 C12X25 C12X20.7 C12x25 C12X20.7 7.34 12.0 3.05 0.307 0.501 144 4.45 6.08 12.0 2.94 0.282 0.501 0.698 129 3.96 1. Determine Ixx (Centroidal) (Select ] 2. Determine lyy (Centroidal) [ Select ] > >