PROBLEM: Design a rectangular beam for a 10 m span to support a dead load of 15 kN/m (not including its own weight) and a live load of 20 kN/m. Use fc' = 21 MPa, and fy = 276 MPa. Assume weight of concrete is 23.5 kN/m'. Use p = 0.5pb. Use USD Method. Take d' = 70 mm. NOTE: The beam must be tension-controlled The tension steel must yield. Design only one layer of As in tension side. (You may assume any diameter of steel)

PROBLEM: Design a rectangular beam for a 10 m span to support a dead load of 15 kN/m (not including its own weight) and a live load of 20 kN/m. Use fc' = 21 MPa, and fy = 276 MPa. Assume weight of concrete is 23.5 kN/m'. Use p = 0.5pb. Use USD Method. Take d' = 70 mm. NOTE: The beam must be tension-controlled The tension steel must yield. Design only one layer of As in tension side. (You may assume any diameter of steel)

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

11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50. 1/2" W14x34 R₁ = 40kips FIGURE 11-43 Detail for Exercise 11-1
ASSIGNMENT #6 CASE 2 Purlin Design The figure shown has trusses 5.5m apart with midpoint sag rods and Purlins spaced 2.5m on center. The roof truss is inclined 1 vertical to 2 horizontal. The weight of roofing materials is 0.8 kPa, wind load is 0.7 kPa perpendicular to the roof surface, minimum roof live load is 0.6 kPa. Design a channel section of steel Fy = 345 mPa, for the purlins. Use LRFD and ASD of NSCP 2015.
Homework -3-; Locate the centroid (x, y) of the composite area. 10 in 7.5 in C 8 in 5 in 15 in 6 in
Plz,solve this problem one by one using Flexibility Method and show all the steps also draw SFD and BMD. Structural Analysis-2
Thank youu
A fully restrained beam shown, Find the deflection at midspan? 3/1 1/2 W%2 + t | Wo Wo-
What is the Design Bending Stress, Om,y,d in a joist, if the strength grade is C16
With fugure solve . Don't copy paste
(e) Regardless of the load duration (i.e., standard, permanent, or short term), the wet service condition causes almost the same reduction in the compressive strength for glulam sections. (
answer asap pls, thank you
3-5 with clear explantion