Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine the Ig and Iy. 'I' W 200 x 46 A = 5860 mm d = 203 mm bf = 203 mm tf = 11 mm tw = 7.2 mm Ix = 45.5x10° mm ly = 15.3x10° mm C 310 x 45 A = 5690 mm d = 305 mm bf = 80 mm tf = 12.7 mm tw = 13 mm Ix = 67.3x10° mm ly = 2.12x10° mm x = 17 mm tw

Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine the Ig and Iy. 'I' W 200 x 46 A = 5860 mm d = 203 mm bf = 203 mm tf = 11 mm tw = 7.2 mm Ix = 45.5x10° mm ly = 15.3x10° mm C 310 x 45 A = 5690 mm d = 305 mm bf = 80 mm tf = 12.7 mm tw = 13 mm Ix = 67.3x10° mm ly = 2.12x10° mm x = 17 mm tw

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

Determine the magnitude of the force (lb) in member BD of the truss shown if P = 35023 lb, Q = 33321 lb, and y = 8 ft. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate whether the force is tensile or compressive: use T if tensile and C if compressive.
a w12x65 column section shown in the figure is pined at each end and has an additional support in the weak direction at a point 4.19m from the top. Use x = 4.71 K=1 A = 12323 rx = 134.11 ry = 76.71 Fy = 248 Determine the a) design compresive strength (KN) b.) Elastic critical buckling stress (MPa) c.) Flexural buckling stress D.) Critical slenderness ratio E.) Nominal compressive stress F.) allowable compressive strength
.
show complete FBD
Hello can you help me with this problem? The value of P is 45Kips
Explain in detail with figures( FBD) and in hand written
A beam shown below has a T-shaped cross section. Determine the location of maximum compressive stress from left support of the beam. I = 87-49 in 4 400 16/ft 16001b 160016 I↓↓↓I LOFT #. £7 32000 lbft 2.914 in 5.886 in B -NA 34/00/6 4FT 10° 100016 -240016 1000lb dc -4000 16 ff V M
Q2. Given: f'c= 28MPa fy= 420MPa Section: rectangle: b= h= 500mm Loads: Pu= 3833kN Mu= 300kN.m Determine the required area of longitudinal steel needed to resist these loads. IS 456
Determine the magnitude of the force (lb) in member CD of the truss shown if P = 35928 lb, Q = 34327 lb, and y = 6.3 ft. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate whether the force is tensile or compressive: use T if tensile and C if compressive.
Q.1) A built-up with the cross-section shown below is subjected to a vertical force of 15 kN. The nails at A can carry a maximum shear-force of 500 N, and nails at B can carry a maximum shear-force of 750 N. Determine the minimum spacings of nails at A and B. 50 300 50 В A A 100 50 400 50 200 A В Dimensions in mm
Please double check your answer in allowable stress and allowable loads. Please double check your answer
A wide flange section has the following properties. A- 6645 mm? bị = 152.40 mm ty - 10.80 mm d- 449.58 mm tw - 7.62 mm Fy - 250 MPa Compute the plastic section modulus about the major principal axis. (x 10° mm)