MINDTAP CONSTRUCTION FOR SPENCE/KULTERM
4th Edition
ISBN: 9781305086319
Author: Kultermann
Publisher: IACCENGAGE
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Chapter 5, Problem 6RQ
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The criteria for analyzing sub-surface conditions
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- FIND THE INTERNAL MISSING ANGLES AND MISSING SIDESOF A 90° RIGHT TRIANGLE WITH A HEIGHT OF 96 AND A BASE OF 48.DRAW A PROPORTIONAL SKETCH OF THE TRIANGLE, IDENTIFY GIVEN INFORMATIONAND LABEL MISSING INFORMATION. WHAT IS AREA TO THE NEAREST SQ. FT.?arrow_forward2,789.10 FEET = HOW MANY METERS (M)?arrow_forward87.74529° TO DEGREE‐MINUTE‐SECOND FORMATarrow_forward
- Draw shear and moment diagramarrow_forwardH.W. Solve problems in (Das) page 249 Problems 9.1, 9.3, and 9.5arrow_forward3. As the audio frequency of Fig. 11-7 goes down, what components of Fig. 12-4 must be modified for normal operation? OD C₂ 100 HF R₁ 300 Re 300 ww 100A R 8 Voc Rz 10k reset output 3 R7 8 Voc 3 reset output Z discharge VR₁ 5k 2 trigger 2 trigger 7 discharge R 3 1k 5 control voltage threshold 6 5 control voltage 6 threshold GND Rs 2k C. C. 100 GND Uz LM555 1 Ce 0.01 U, LM555 0.01 8.01.4 PRO Fig. 11-7 Audio lutput Pulse width modulator R4 1k ww C7 Re 1k ww R7 100 VR 50k 10μ Ra R10 C₁. R1 3.9k 3.9k 0.14 100k TO w Rs 51 82 3 H 10 Carrier U₁ Ca Input A741 2.2 Us MC1496 PWM signal input R2 0.1100k Uz A741 41 Cs 1 Re 10k VR2 50k VR3 100k 14 12 C3. 3% + Ce 0.1 10μ 5 1A HH C +12V 0.1 O PWM Output C 0.02- R 100k +12 V Demodulated output 6 Ca 0.33 w R 10k R12 100k ww 31 о + 4A741 -12 V Fig. 12-4 PWM demodulator C 1500parrow_forward
- By using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two-way slab shown in figure under a uniformly distributed load (w). m m 2000arrow_forwardDetermine the collapse load for the simply supported slab. 3 m 3 marrow_forwardm A square slab is simply supported along all sides and is to be isotropically reinforced. Determine the ultimate resisting moment (m) per linear meter required just to sustain a uniformly distributed load (w) in kN/m². marrow_forward
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