A W14X145 Column A992 steel carry axial loads of DL=400 Kips and LL=275 kips. Assume a concrete pedestal is 25" by 25" and will be under the base plate. The steel base plate is A36 and the concrete has fc = 3 ksi. Use the AISC LRFD method only to design a base plate. Note: A36 Fy=36 ksl W14x145 d= 14.8 In bf - 15.5 In

A W14X145 Column A992 steel carry axial loads of DL=400 Kips and LL=275 kips. Assume a concrete pedestal is 25" by 25" and will be under the base plate. The steel base plate is A36 and the concrete has fc = 3 ksi. Use the AISC LRFD method only to design a base plate. Note: A36 Fy=36 ksl W14x145 d= 14.8 In bf - 15.5 In

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

Of a reinforced concrete column under pure axial load given its cross-section dimensions, a) Determine the total longitudinal reinforcement area of the section you are reinforced according to the ratio of Ø18 reinforcements and the minimum reinforcement. b) Calculate the amount of axial load that the section can bear. m=1,n=4 Cover value will be taken as 35 mm. For the material, it will use C25/30 – S420
i need the answer quickly
SOLVE please Determine the design bending strength of ISLB 350 @ 486 N/m, considering the beam to be laterally supported. Assume factored design shear force will not exceed 0.6 times the design shear strength of the cross-section. If it is used as simply support beam of unsupported length 5 m then determine the factored distributed load the beam can carry. Use Fe410 grade steel For ISLB 350 @ 486 N/m, section properties are as follows: h = 350 mm; b= 165 mm; t₁ = 11.4 mm; t = 7.4 mm; R₁ = 16 mm; Izz = 13158.3 × 104 mm²; I = 631.9 × 10¹ mm²; Zpz = 851.11 × 10³ mm³; Zez = 751.9 x 10³ mm³
A reinforced concrete cantilever beam is shown below. The beam cross section is a rectangle, 12 inches deep by 18 inches wide. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Concrete tensile strength: f't = 400 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Beam is not exposed to weather or in contact with soil. Determine if the beam will crack under its own weight, if its self-weight is 250lb/ft. 10 ft -18" BEAM SECTION beam will crack beam will not crack unknown, not enough information to calculate
Please Determine the axial load strength and moment (without and with reduction factor) a square columns for the following conditions and draw their interaction diagrams (note the scale): When conditions are in balance During the tensile condition When the pressure condition Pure axial Pure moment
A compression member AB (HE 400 B) is pinned at both ends and braced in the weak direction as shown in the figure. Material and geometrical properties are given below. For the given loading and ASD load combination (PG+Pq=3500 KN), determine whether the section is satisfactory or not. Material: 5355 F355 MPa F 510 MPa E= 200000 MPa Section properties (HE 400 B): A: 19780 mm² d: 400 mm h: 298 mm t: 13.5 mm. tr: 24 mm b: 300 mm i,: 170.8 mm İy: 74 mm B X -BRACING IN THE WEAKDIRECTION
Questions: Civil Engineering - Steel Find the maximum axial load that the W200 x 46 column can safely carry if its effective length is 6m. Fy = 248 MPa and E = 200 GPa. Use ASD. Section Properties A = 5860 mm2 I= 15.3 x 106 mm4 r = 51.1 mm Final Answerri Pn - 703.87 こ 22 1-67 = Design 421.481N Pn= For Ag 120.11X580O (n = 703.87kW :. Please show solutions on how to get the answers 421.48 kW
An A36 W14X605 simply supported steel beam with span “L” carries a concentrated service liveload “PLL” at midspan. The beam is laterally supported at supports and its midspan. Consider its beam selfweight to be its service deadload, “w” (use ASEP steel manual for selfweight, w and other section properties). In checking section's compactness, calculate the upper limit for non-compact web category? Express your answer in 2 decimal places.
plss, i need the answer immediately!