.com/ultra/courses/_141784_1/outline/assessment/_4948560_1/overview/attempt/_29515843_1?courseld=_141784_1 3 OF 3 QUESTIONS REMAINING 206 minutes remaining A reinforced concrete cantilever beam shown has a cross-sectional dimensions of 400 mm. x 750mm and an effective depth of 650 mm. Use f'c = 24 MPa, fy = 414 MPa, and n = 9. a. Location of Neutral axis from top of the beam b. What is the Maximum moment? c. Balanced Moment Capacity d. Number of 22mm diameter bars 20 kN/m Prompts Answers Select match Location of neutral axis from top of the beam (mm) Maximum Moment (kN-m) Select match Select match Balanced Moment Capacity (kN-m) Select match Number of 22mm Diamater bars (N) 3 m 2 m 40 kN Questions Filter (3) ▼ K First Previous Next > Last Espert Series 27 Gaming Monitor G-SYNC FreeSynCARE HDMI VISION Search N-VISION 2 2 m Continue

.com/ultra/courses/_141784_1/outline/assessment/_4948560_1/overview/attempt/_29515843_1?courseld=_141784_1 3 OF 3 QUESTIONS REMAINING 206 minutes remaining A reinforced concrete cantilever beam shown has a cross-sectional dimensions of 400 mm. x 750mm and an effective depth of 650 mm. Use f'c = 24 MPa, fy = 414 MPa, and n = 9. a. Location of Neutral axis from top of the beam b. What is the Maximum moment? c. Balanced Moment Capacity d. Number of 22mm diameter bars 20 kN/m Prompts Answers Select match Location of neutral axis from top of the beam (mm) Maximum Moment (kN-m) Select match Select match Balanced Moment Capacity (kN-m) Select match Number of 22mm Diamater bars (N) 3 m 2 m 40 kN Questions Filter (3) ▼ K First Previous Next > Last Espert Series 27 Gaming Monitor G-SYNC FreeSynCARE HDMI VISION Search N-VISION 2 2 m Continue

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-5 For the beam of Problem 9.4-2. a. Compute the deflections that occur before and after the concrete has cured. b. It the live toad deflection exceeds L360 , select another steel shape using either LRFD or ASD.
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-1 Compute the following deflections for the beam in Problem 9.2-1. a. Maximum deflection before the concrete has cured. b. Maximum total deflection after composite behavior has been attained.
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