The beam shown is simply supported and has lateral support only at its ends. The only service dead load is the weight of the beam. Determine whether it is satisfactory for the load shown. A992 steel (E= 345 MPa and F= 450 MPa) is used, and the 30 KN/m is a service live load. Use LRFD 30 KN/m WiL = 30 KN/m W16x 40 -Centroid W16 x 40 3m

The beam shown is simply supported and has lateral support only at its ends. The only service dead load is the weight of the beam. Determine whether it is satisfactory for the load shown. A992 steel (E= 345 MPa and F= 450 MPa) is used, and the 30 KN/m is a service live load. Use LRFD 30 KN/m WiL = 30 KN/m W16x 40 -Centroid W16 x 40 3m

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

please solve question 4.2, quickly please
Please solve the ff and write legibly SN = 38 Determine the adequacy of the W8x58 subject to the following: Axial Tension: DL = 100 kN + SN, LL = 120KN + SN Axial Compression: DL = 60 kN + SN, LL = 80KN + SN L = 8m 2 holes for 20mm.dia. bolts Fy = 250 Mpa Fu = 400 Mpa
DETERMINE THE THE IS MAXIMUM SAFE SERVICE LIVE LOAD THAT THE BEAM CAN CAN CARRY IF SERVICE DEAD L O A D THE BEAM WEIGHT OF THE BEAM SECTION fy = 415 MPa. TOP BARS BOTTOM BARS ARE CENTER DISTANCE 12 KM/M INCLUDING AND BASED ON THE CAPACITY SHOWN. fc : 40 MPa AND ARE 6-32 mm. AND ARE - 3 - 28 mm. CENTER TO 3 BETWEEN THE USE 2015 NSCP Is 108 mm 00 0 0 300 G ט1 108 352 70. A (1 7.2m B TOP BAR LAYERS ↓ 6.7M C OM
The W36 x 135 beam shown carries service loads shown (excluding weight). It has been decided to add a 10-meter steel column at point B to eliminate excessive deflection. If the column being added is fixed at the bottom and pinned at the top, design the column that can withstand as support (Use a recommended value for K. Evaluate using LRFD and ASD). a. Use WT18 section b. Use W36 section c. Using the section at (b), determine the dimension of the base plate if the foundation dimension will be 1500mm x 1500mm. Pp = 88 kN PL = 163 kN Wp = 21 kN/m WL = 58 kN/m C B 6 m 12 m
2. Determine the lightest W-shape for a column 30' tall in a braced frame. The column is braced at mid-height in the weak direction. The loads are 100k dead load and 200k live load. The bottom of the column is pinned and the top of the column is constrained in rotation.* Use A572 Grade 60 steel. *Not tronslation.
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
i need the answer quickly
Determine collapse load Wu for continuous beam ABCDE loaded and supported as shown in figure . For span AC plastic moment of resistance is 50 % more than that of CE .
The beam-column shown is part of a frame not allowed to sway. The ultimate loadings on both x and y axis are shown. Use F, = 50 ksi and LRFD specs to check if W14x90 is adequate. 400k 400k 2K/ Sok-f 20 Sok-A 40ok A ook
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
Q3) The beam shown in Figure below has lateral support at the ends only. The concentrated loads are live loads. Use A992 steel and select a W shape. (Do not check deflections. Use C-1). 23 k 25 k ttst