9.41"7.01"Homework #5:Problem 6.4 - Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Momentof Inertia in regards to the X-X AxisPLC15 x 40W 14 x 90Section Weight per Area ofNumber Foot(lb)SectionA (in)11.826.54090C15 xW 14 xDepth ofSectiond (in)1514.02Flangewidthbf (in)3.5214.52WebThicknesstw (in).52.440Ixx(in4)349999lyy(in4)9.23362x (in)778

Given, Cross section of composite section composed of W14 x 90 and C15 x 40 To find : centroid of…

9.41" BE 7.01 Problem 6.4- Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Moment of Inertia in regards to the X-X Axis 1778 C15 x 40 W 14 x 90 Section Weight per Area of Number Foot Section A (in) (lb) 40 90 C15 x W 14 x 11.8 26.5 Depth of Flange Section width d (in) 15 14.02 bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) dol 9.23 362 x (in) 778

9.41" BE 7.01 Problem 6.4- Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Moment of Inertia in regards to the X-X Axis 1778 C15 x 40 W 14 x 90 Section Weight per Area of Number Foot Section A (in) (lb) 40 90 C15 x W 14 x 11.8 26.5 Depth of Flange Section width d (in) 15 14.02 bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) dol 9.23 362 x (in) 778

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

For the built-up shape shown, determine:A) the elastic section modulus and the yield moment (b) the plastic section modulus and the plastic moment Mp.Bending is about the x-axis, and the steel is A572 Grade 50. Fy = 345 MPa
4 m 450 mm [s0 mn [50 mn 18 350 mm 50 mm Figure la Figure Ib Before a diver jumps into the water, helshe stands at point C, causing a deflection of the board A-B-C in the figure. The board A-B8-C has a modulus of elasticity of E = 15 MPa with the sketched dimensions and cross-section (fig. 1b). Assume g=10 mis?. Provide all steps of your working and solutions handwriten; include diagrams and coordinate systems. a. Determine the reactions at each support A and B. Use the variable w for the weight of the diver, include a free-body diagram.
9. If d be the diameter of MS or tor steel bars in mm, the standard weight (in kg) per metre of the bar is 100 (a) 0.00618 d² (b) 0.00618 d (c) 0.00816 d² (d) 0.00816 d
can you write the answer please
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG EXPLANATION. ANSWER IN 2 DECIMAL PLACES.) Ans: Ix = 157.8 × 104 mm4, ¯Iy = 9.94 × 104 mm4
Both ends of the beam are guided or slider support not Fixed support. Plz, solve this problem using stiffness Method and show all the step and alsi draw SFD and BMD My last two digits of my reg.no: 95 Structural Analysis-2
Determine the location of the centroid of the symmetrical composite section, as shown in the following figure. 150 mm 15 mm 150 mm 50 mm @ 15 mm C 3
For the plane area shown, 80 mm 60 mm Determine the x-component of the coordinates a. 18.3 mm b. 36.6 mm Determine the y-component of the coordinates a. 18.3 mm b. 36.6 mm 120 mm 60 mm 40 mm X of the centroid of the composite figure. c. 54.8 mm d. 109.6mm of the centroid of the composite figure. c. 54.8 mm d. 109.6mm I wish to weigh myself but has access only to a scale A with capacity limited to 100 lb and a small 50-lb spring dynamometer B. With the rig shown he discovers that when I exert a pull on the rope so that B registers 39 lb, the scale A reads 47 lb. What is my correct weight? Express your answer in whole number. a. 121 lbs b. 195 lbs c. 242 lbs d. 256 lbs
Answer question 8 the answer is provided by the second pic for reference
Determine principal stress
If not given the value of JC and CW. Please provide what is the formula of JC and CW Subject: Civil Engineering- Steel Design
FOR THE GIVEN PROPERTIES DESIGN d': 15 mm THE REINFORCEMENT OF : 400 mm b d = $80 mm fc = 33 MPa fy = 320 MPa Mu: 1 000 000 000 N mm A. USE B.USE OF NSCP 2001 NSCP 2015 BEAM THE BEAM 132 13 Gra mm of BELOW. #H 1606 210135 03 M 12437 P0122399/100mA 02338941 242