Concept explainers
Use the composite beam tables and select a W-shape and stud anchors for the following conditions:
• Span length =
• Beam spacing = 9 ft
• Total slab thickness =
• Construction load = 20 psf
• Partition load = 20 psf
• Live load = 225 psf
•
A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia).
a. Use LRFD.
b. User ASD.
Trending nowThis is a popular solution!
Chapter 9 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
- Assignment 1 Q1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm. (Derive each member forces and show BMD,SD,AFD) 20 kN/m 40 kN/m C D Hinge Ẹ G A -3m 5m B 5 m 3 m- E, I, A constant 12 marrow_forwardA1.3- Given the floor plan shown in Figure 3. The thickness of the slab is 150mm. The floor finish, ceiling and partition load is 1.8 kN/m². The live load on the floor is 2.4 kN/m². The beams cross section dimension is 300mmx600mm. Assuming the unit weight of concrete is equal to 24 kN/m². It is required to: a) Show tributary areas for all the beams on the plan; b) Calculate the load carried by beams B1 (on gridline A, between 1 and 3), B2 (on gridline B, between 1 and 3)and B3 (on gridline 3, between A and C); c) Calculate the load carried by column C1 per floor (ignore the self weight of the column). A 1 B1 2 B2 B Cl 8.0 m Figure 3 8.0 m B3 23 3 *2.0m 5.0 m 4.0 m +1.5m+arrow_forwardPlease show all steps and make sure to use the type of coordinate system (tangential/normal) specified.arrow_forward
- Find required inlet length to intercept the entire flow and the capacity of a 3m long curb inlet. A gutter with z=20, n=0.015 and a slope of %1 caring a flow of 0.25 S m³/s curb depression (a=60 mm). Assume the only %75 of the upstream flow will be intercepted, what the length of curb inlet will be needed.arrow_forwardPlease answer this and show me the step by step solutiarrow_forward•Two types of concrete storm water drains are comparing: 1-pipe diameter 2m running full. 2-open channel rectangular profile, bottom width 2m and water depth 1.0 m. The drains are laid at gradient of %1.0; manning coefficient=0.013. Determine the velocity of flow and discharge rate for the circular drain. Determine the velocity of flow and discharge rate for the rectangular open culvert.arrow_forward
- A1.2- For the frame shown in Figure 2, draw the bending moment, shear force, and axial force diagrams for the shown factored loading case. Note: All loads indicated in Figure 2 are already factored. W₁ = 25 kN/m Figure 2 777 6.0 m M= 10 kN.m P₁ = 20 kN 2.5 marrow_forwardPlease calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forwardPlease calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forward
- Please calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forwardPlease answer the following and show me the step by step soarrow_forwardPlss answer the following show me the solution step bg steparrow_forward
- Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage LearningMaterials Science And Engineering PropertiesCivil EngineeringISBN:9781111988609Author:Charles GilmorePublisher:Cengage LearningConstruction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage Learning
- Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage LearningFundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning