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Identify the trend: As the operating radius increases, as the boom length increases, as the boom angle increases, the maximum load_ decreases increases remains the same none of these

Identify the trend: As the operating radius increases, as the boom length increases, as the boom angle increases, the maximum load_ decreases increases remains the same none of these

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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HELP!! The answer isnt increase

LOAD RATINGS IN LBS. WITH OUTRIGGERS EXTENDED LOADED BOOM ANGLE BOOM LENGTH 27 FT 34 FT43 FT 52 FT 10 5 77 36000* 10 66 21100* 71 15 54 15100 62 20 39 11100* 51 25 17 7900* 40 30 23 35 40 45 50 55 60 65 0 70000 450 NOTE: STRUCTURAL STRENGTH RATINGS ON CHART ARE INDICATED WITH AN ASTERISKS (*) LOADED BOOM ANGLE RETRACTED 24 FT. JIB EXTENDED 40 FT. JIB 17100* 75 16000* 78 14000* 68 12100 72 10100 61 7700* 53 6500* 44 33 16 decreases BASE increases 9100 66 7100* 61 6100 54 4800 47 3500 38 27 9 2ND none of these remains the same 15700* 11100 75 8600 71 6900* 66 5600 60 4700 54 4100 48 3250 41 2950 33 23 3RD(TIP) 61 FT 70 FT 10800 77 8200* 73 6600* 69 5300* 64 4600* 60 3900 55 3200 49 2800 44 2500 9600* 7300* 5900* 4900 4150 OVERHAUL BALL: 125 LBS 3550 3050 2650 2350 1900 1700 0 1400 175 2000 200 0 50000 3000 0 2400 0 5000 360 260 230 JIB CAPACITIES FOR ALL BOOM LENGTHS VERIFY OPERATIONAL MODE SETTING ON LMI DISPLAY BEFORE LIFTING WITH JIB! 35⁰ 40° 45° 50° 55° 60° 65° 70° 75° 80° 700 825 1000 1150 1340 1600 1900 2300 3100 4160 520 580 650 730 810 930 1080 1400 1810 2260 AREA OF OPERATION 37 29 19 DO NOT OPERATE IN THIS AREAWTHOUT OPHONAL FRONT STABILIZER DEDUCTIONS FROM RATED LOADS FOR HANDLING DEVICES 1 SHEAVE LOAD BLOCK 200 LBS. Identify the trend: As the operating radius increases, as the boom length increases, as the boom angle increases, the maximum load_ 2 SHEAVE LOAD BLOCK 230 LBS. AUX. SHEAVE 50 LBS. BOOM RETRACT LOAD STOWED JIB DEDUCTION
Transcribed Image Text:LOAD RATINGS IN LBS. WITH OUTRIGGERS EXTENDED LOADED BOOM ANGLE BOOM LENGTH 27 FT 34 FT43 FT 52 FT 10 5 77 36000* 10 66 21100* 71 15 54 15100 62 20 39 11100* 51 25 17 7900* 40 30 23 35 40 45 50 55 60 65 0 70000 450 NOTE: STRUCTURAL STRENGTH RATINGS ON CHART ARE INDICATED WITH AN ASTERISKS (*) LOADED BOOM ANGLE RETRACTED 24 FT. JIB EXTENDED 40 FT. JIB 17100* 75 16000* 78 14000* 68 12100 72 10100 61 7700* 53 6500* 44 33 16 decreases BASE increases 9100 66 7100* 61 6100 54 4800 47 3500 38 27 9 2ND none of these remains the same 15700* 11100 75 8600 71 6900* 66 5600 60 4700 54 4100 48 3250 41 2950 33 23 3RD(TIP) 61 FT 70 FT 10800 77 8200* 73 6600* 69 5300* 64 4600* 60 3900 55 3200 49 2800 44 2500 9600* 7300* 5900* 4900 4150 OVERHAUL BALL: 125 LBS 3550 3050 2650 2350 1900 1700 0 1400 175 2000 200 0 50000 3000 0 2400 0 5000 360 260 230 JIB CAPACITIES FOR ALL BOOM LENGTHS VERIFY OPERATIONAL MODE SETTING ON LMI DISPLAY BEFORE LIFTING WITH JIB! 35⁰ 40° 45° 50° 55° 60° 65° 70° 75° 80° 700 825 1000 1150 1340 1600 1900 2300 3100 4160 520 580 650 730 810 930 1080 1400 1810 2260 AREA OF OPERATION 37 29 19 DO NOT OPERATE IN THIS AREAWTHOUT OPHONAL FRONT STABILIZER DEDUCTIONS FROM RATED LOADS FOR HANDLING DEVICES 1 SHEAVE LOAD BLOCK 200 LBS. Identify the trend: As the operating radius increases, as the boom length increases, as the boom angle increases, the maximum load_ 2 SHEAVE LOAD BLOCK 230 LBS. AUX. SHEAVE 50 LBS. BOOM RETRACT LOAD STOWED JIB DEDUCTION
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